Standard Data Book - Rate Analysis

PUNJAB INFRASTRUCTURE DEVELOPMENT BOARD ANALYSIS OF RATE FOR BULK / PACKED BITUMEN SUPPLY VARIOUS TYPE COLLECTION OF BITUMEN FROM PANIPAT REFINERY

I II

Viscosity Grade -10 ( 80/100 grade)

Viscosity Grade-30 ( 60/70 grade)

Crumb Rubber III Modifed Bitumen 50 Crumb Rubber IV Modifed Bitumen 55 Crumb Rubber V Modifed Bitumen 60 Bitumen Emulsion VI Rapid Setting Bitumen EmulsionVII Medium Setting Bitumen EmulsionVIII Slow Setting

3

Add 1 % Labur cess

8

Grand Total

7

Cartage by Road Panipat Refnery to middle of the reach 321 Kms.@ Rs.1.50per.Metric tonne per Kms.

Total

6

9 481.50

55132.50

0.00

55132

PMT

Packed 47305 6821.38 54126.38

### 3274.65 58483.55

481.50

58965.05

0.00

58965

PMT

45005 6489.72 51494.72

### 3115.43 55640.05

481.50

56121.55

0.00

56122

PMT

Packed 48105 6936.74 55041.74

### 3330.03 59472.60

481.50

59954.10

0.00

59954

PMT

44125 6362.83 50487.83

### 3054.51 54552.09

481.50

55033.59

0.00

55034

PMT

Packed 47475 6845.90 54320.90

### 3286.41 58693.73

481.50

59175.23

0.00

59175

PMT

### 3060.74 54663.36

481.50

55144.86

0.00

55145

PMT

Packed 41854 6035.35 47889.35 957.79 2897.31 51744.44

481.50

52225.94

0.00

52226

PMT

### 3046.21 54403.74

481.50

54885.24

0.00

54885

PMT

Packed 42044 6062.74 48106.74 962.13 2910.46 51979.34

481.50

52460.84

0.00

52461

PMT

36035 5196.25 41231.25 824.62 2494.49 44550.36

481.50

45031.86

0.00

45032

PMT

Packed 39985 5765.84 45750.84 915.02 2767.93 49433.78

481.50

49915.28

0.00

49915

PMT

36245 5226.53 41471.53 829.43 2509.03 44809.99

481.50

45291.49

0.00

45291

PMT

Packed 40195 5796.12 45991.12 919.82 2782.46 49693.40

481.50

50174.90

0.00

50175

PMT

34435 4965.53 39400.53 788.01 2383.73 42572.27

481.50

43053.77

0.00

43054

PMT

Packed 38385 5535.12 43920.12 878.40 2657.17 47455.69

481.50

47937.19

0.00

47937

PMT

Bulk Bulk Bulk Bulk Bulk Bulk

44215 6375.80 50590.80 44005 6345.52 50350.52

10

( Amount in Rs.)

### 3060.05 54651.00

Bulk

5

Rates for supply

44205 6374.36 50579.36

Bulk

4

Sub Total

2

Add @ 6.05% Punjab Sale Tax

1

Add @ 14.42 % Excise Duty ( inclusive of Education cess )

Product Basic Rate from Panipat Refnery

Sl. Nr.

Add @ 2 % Central Sale Tax

Bitumen rates Ex. Panipat w.e.f. 01/01/2014

11

Lead Chart from Panipat to Plant & site of work Panipat Ropar Bye pass RD 0.0 Site of work !_____388___ ! _____!_______________________5.60/2 Total =388+2x2.80

394.00 Say

394 Kms

Sub Divisional Engineer ,

Certifed that the lead provided in the analysis of rate is the shortest lead and rate of bitumen provided in the analysis of rate is the latest rate.

Executive Enginereer,

BM

DBM& BC

TC

PRIMER

Provincial Sub Division PWD B&R, Roopnagar.

Const. Division PWD B&R Roopnagar.

CONVERSION FROM HOUR RATE TO TONNE-KM RATE 1 Transit Mixer (4.0/4.5 cum) Rate of transit mixer per hour Wt of concrete in one load Analysis of time Positioning of transit mixer at batching plant Loading from batching plant Maneuvering, reversing, turning for return Waiting time, unforseen contingencies etc. Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled in 53 minutes Hence cost of (10.8 x 26.5) tonne-Km is Cost per tonne-Km =

2 Transit Mixer (3.0 cum) Rate of transit mixer per hour Wt of concrete in one load Analysis of time Positioning of transit mixer at batching plant Loading from batching plant Maneuvering, reversing, turning for return Waiting time, unforseen contingencies etc. Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled in 53 minutes Hence cost of (7.2 x 26.5) tonne-Km is Cost per tonne-Km =

909 10.8 Tonne 1 Min 2 Min 2 Min 2 Min 7 Min 25 Km/hour 35 Km/hour 30 Km 26.5 Km 909 3.176101 Say 3.2

833 7.2 Tonne 1 Min 2 Min 2 Min 2 Min 7 Min 25 Km/hour 35 Km/hour 30 Km 26.5 Km 833 4.365828 Say 4.4

3 Truck 5.5 cum per 10 tonnes Rate per tonne-Km Rate of one load per km= Analysis of time Positioning of tipper at loading point Loading by front end loader 1 cum bucket capacity @ 25 cum per hour Maneuvering, reversing, dumping and turning for return Waiting time, unforeseen contingencies etc Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled effectively in 1 hour (in 40 minutes) Hence rate per hour Say 3 Tipper 5 cum per 10 tonnes Rate per tonne-Km

(2.4 tonne / cum)

3.00 22 1 Min 13 Min 2 Min 4 Min 20 Min 25 Km/hour 35 Km/hour 30 Km 20 Km 440 440

3.00

(2.4 tonne / cum)

Rate of one load per km= Analysis of time Positioning of tipper at loading point Loading by front end loader 1 cum bucket capacity @ 25 cum per hour Maneuvering, reversing, dumping and turning for return Waiting time, unforeseen contingencies etc Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled effectively in 1 hour (in 40 minutes) Hence rate per hour Say

24 1 Min 13 Min 2 Min 4 Min 20 Min 25 Km/hour 35 Km/hour 30 Km 20 Km 480 480

Description (A )OWNERSHIP CHARGES i Factory cost including packing ii deduct solvage value 15%( I) iii Total investment to be depriciated (I)-(ii) iv Economic life of machine in Hours v Depreciation per hour iii/iv vi storage charges per hour (1% of v) vii Total ownership charges (B) OPERATIONAL CHARGES i Repair chrges per hour including maintenance and replacement of tyres (150% of v) (C) RUNNING CHARGES i Operators (per month wage) ii Cleaner/ Helper (per month wage) vii Wages per hour (D) CONSUMPTION CHARGES/HOUR i Diesel consumption/electrical consumption Rs 42/ ii Lubricating oil 10% of fuel cunsumption iii Oil,grease,& cotton waste 10% of fuel consumption

(E) INTEREST & INSURANCE 10%

37.41

Water Tanker 70- hp

Wet Mix Plant 75 TPH

800,000 120,000 680,000 10,000 68 1 69

2,000,000 300,000 1,700,000 9,000 189 2 191

102

283

4,500 3,000 50

5,000 3,000 53

224 22 22 269

748 75 75 898

8

22

498

1,448

(F) OVERHEADS 8% on (A+B+C+D) (Included in item rate analysis) Rate/Hour

Generator Generator Generator Joint cutting Generator 250 KVA 125 KVA 100 KVA machine 33 KVA 700000 105,000 595,000 10000 60 1 60

575000 86,250 488,750 10000 49 0 49

180000 27,000 153,000 10000 15 0 15

134

89

73

23

4,000 3,000 47

4,000 3,000 47

### ### 47

935 94 94 1,122

374 37 37 449

374 37 37 449

150 15 15 180

11

7

6

2

1,403

652

624

Market rate

1050000 157,500 892,500 10000 89 1 90

4,000 3,000 47

5000

266

(A) Usage Rates of Plant and Machinery (based on 2010 Common Schedule of Rates, Public Works Department, Govt. of Punjab and Premium @13% as on December 2011 as per notification dated 05 December 2011) Sl. No.

Description of Machine

Activity

Output of Machine

Output

Unit

Rate

P&M-001

Air Compressor

General Purpose

capacity in cfm

170/250

hour

319

P&M-002

Batching and Mixing Plant (a) 30 cum capacity

Concrete Mixing

cum/hour

20

hour

2232

P&M-003

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

Concrete Mixing

cum/hour

13

hour

1860

P&M-004

Bitumen Pressure Distributor

Applying bitumen tack coat

sqm/hour

1750

hour

1073

P&M-005

Bitumen Boiler oil fired

Bitumen Spraying

capacity in litre

1500

hour

198

P&M-006

Concrete Paver Finisher with 40 HP Motor

Paving of concrete surface

cum / hour

20

hour

2868

P&M-007

Concrete Pump of 45 & 30 cum capacity

Pumping of concrete

cum / hour

33 / 22

hour

256

P&M-008

Concrete Bucket

For Pouring concrete

capacity in cum

1

hour

16

P&M-009

Concrete Mixer (a) 0.4/0.28 cum

Concrete Mixing

cum/hour

2.5

hour

233

P&M-010

Concrete Mixer (b) 1 cum

Concrete Mixing

cum/hour

7.5

hour

233

P&M-011

Crane (a) 80 tonnes

Lifting Purpose

hour

1279

P&M-012

Cranes b) 35 tonnes

Lifting Purpose

hour

853

P&M-013

Cranes c) 3 tonnes

Lifting Purpose

hour

357

P&M-014

Dozer D - 80 - A 12

Spreading /Cutting / Clearing

cum/hour

300/ 150/250

hour

3720

P&M-015

Dozer D - 50 - A 15

Spreading /Cutting / Clearing

cum/hour

200/ 120/150

hour

2206

P&M-016

Emulsion Pressure Distributor

sqm/hour

1750

hour

800

P&M-017

Front End loader 1 cum bucket capacity

cum/hour

60 /25

hour

806

P&M-018

Generator (a) 125 KVA

Applying emulsion tack coat Soil loading / Aggregate loading Genration of electric Energy

KVA

100

hour

652

P&M-019

Generator( b) 63 KVA

Genration of electric Energy

KVA

50

hour

535

P&M-020

GSB Plant 50 cum

Producing GSB

cum/hour

40

hour

1039

P&M-021

Hotmix Plant - 120 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

40

hour

23405

P&M-022

Hotmix Plant - 100 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

30

hour

17309

P&M-023

Hotmix Plant - 60 to 90 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

25

hour

13842

P&M-024

Hotmix Plant - 40 to 60 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

17

hour

11083

P&M-025

Hydraulic Chip Spreader

Surface Dressing

sqm/hour

1500

hour

2635

P&M-026

Hydraulic Excavator of 1 cum bucket

Soil Ordinary/Soil Marshy / Soil Unsuitable

cum/hour

60 /60 /60

hour

1302

P&M-027

Integrated Stone Crusher 100THP

Crushing of Spalls

TPH

100

hour

8665

P&M-028

Integrated Stone Crusher 200 HP

Crushing of Spalls

TPH

200

hour

18228

P&M-029

Kerb Casting Machine

Kerb Making

Rm/hour

80

hour

310

P&M-030

Mastic Cooker

Mastic Wearing coat

capacity in tonne

1

hour

62

P&M-031

Mechanical Broom Hydraulic

sqm/hour

1250

hour

357

P&M-032

Motor Grader 3.35 mtr blade

cum/hour

200/200/50/50

hour

2395

P&M-033

Mobile slurry seal equipment

Surface Cleaning Clearing /Spreading /GSB /WBM Mixing and laying slurry seal

sqm/hour

2700

hour

1008

P&M-034

Paver Finisher Hydrostatic with sensor control 100 TPH

cum/hour

40

hour

2674

P&M-035

Paver Finisher Mechanical 100 TPH

cum/hour

40/30

hour

975

P&M-036

Piling Rig with Bantonite Pump

Rm/hour

2 to 3

hour

5464

P&M-037

Pneumatic Road Roller

Rolling of Asphalt Surface

cum/hour

25

hour

1243

P&M-038

Pneumatic Sinking Plant

Pneumatic Sinking of wells

cum/hour

1.5 to 2.00

hour

4170

P&M-039

Pot Hole Repair Machine

Repair of potholes

cum/hour

4

hour

907

P&M-040

Prestressing Jack with Pump & access

Stressing of steel wires/stands

hour

129

P&M-041

Ripper

Scarifying

60

hour

28

P&M-042

Rotavator

Scarifying

cum/hour

25

hour

17

P&M-043

Road marking machine

Sqm/hour

100

hour

93

P&M-044

Smooth Wheeled Roller 8 tonne

cum/hour

70/25

hour

460

P&M-045

Tandem Road Roller

Road marking Soil Compaction /BM Compaction Rolling of Aspalt Surface

Paving of DBM/ BM/SDC/ Premix Paving of WMM /Paving of DLC 0.75 m dia to 1.2 m dia Boring attachment

cum/hour

cum/hour

30

hour

1144

Capacity in cum

5.5

km

6.78 0.678

P&M-046

Tipper - 5 cum

Transportation of soil, GSB, WMM, Hotmix etc.

P&M-047

Tipper - 5 cum


Capacity in cum

5.5

tonne.km

Tipper - 5 cum


Capacity in cum

5.5

hour

P&M-048

Page 1 of 264

339

P&M-049

Transit Mixer 4.0/4.5 cum

Transportation of Concrete Mix to site

cum/hour

4.5

hour

1017

P&M-050

Transit Mixer 4/4.5 cum


cum/hour

4.5

tonne.km

2.034

Transit Mixer 3.0 cum


cum/hour

3

hour

932.25

P&M-052

Transit Mixer 3.0 cum


cum/hour

3

tonne.km

1.8645

P&M-053

Tractor

Pulling

capacity in HP

50

hour

282.5

P&M-054

Tractor with Rotevator

Rate of Tractor + Rotevator

hour

282.5

P&M-055

Tractor with Ripper

Rate of Tractor 6+ Ripper

hour

282.5

P&M-056

Truck 5.5 cum per 10 tonnes

Material Transport

capacity/cum

4.5

km

24.5775

P&M-057


Material Transport

capacity/cum

4.5

hour

315.27

P&M-058


Material Transport

capacity/cum

4.5

tonne.km

2.45775

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

capacity in KL

6

hour

200

P&M-061

Water Tanker

Water Transport

capacity in KL

6

km

7.0625

P&M-062


Wet Mix

cum/hour

25

hour

1317.015

Sl. No.

Description of Machine

P&M-063

Air compressor with pneumatic chisel attachment for cutting hard clay.

hour

740.15

P&M-064

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour

hour

25594.5

P&M-065

Belt conveyor system

hour

100

P&M-066

Boat to carry atleast 20 persons

hour

100

P&M-067

Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour

14644.8

P&M-068

Cement concrete batch mix plant @ 75 cum per hour

hour

9153

P&M-069

Cold milling machine @ 20 cum per hour

hour

300

P&M-070

Crane 5 tonne capacity

hour

116.53125

P&M-071


hour

233.0625

P&M-072


hour

349.59375

P&M-073


hour

466.125

P&M-074

Crane 40 T capacity

hour

932.25

P&M-075

Crane with grab 0.75 cum capacity

hour

1073.5

P&M-076

Compressor with guniting equipment along with accessories

hour

349.17

P&M-077

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

hour

3661.2

P&M-078

Epoxy Injection gun

hour

100

P&M-079

Generator 33 KVA

hour

406.8

P&M-080

Generator 100 KVA

hour

762.75

P&M-081

Generator 250 KVA

hour

1906.875

P&M-082

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

hour

1000

P&M-083

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

hour

200

P&M-084

Jack for Lifting 40 tonne lifting capacity.

day

500

P&M-085

Piling rig Including double acting pile driving hammer (Hydraulic rig)

hrs

5974.875

P&M-086

Plate compactor

hour

101.7

P&M-087

Snow blower equipment 140 HP @ 600 cum per hour

hour

1000

P&M-088

Texturing machine (for rigid pavement)

hour

500

P&M-089

Truck Trailor 30 tonne capacity

hour

847.50

P&M-051

Unit

1541

Rate

P&M-090

Truck Trailor 30 tonne capacity

t.km

0.678

P&M-091

Tunnel Boring machine

hour

5000

P&M-092

Vibrating Pile driving hammer complete with power unit and accessories.

hour

1000

P&M-093


hour

2195.025

P&M-094


2195.025

Page 2 of 264

(B) Labour (based on PUNJAB GOVT. GAZ. (EXTRA), NOVEMBER 15,2012, DEPARTMENT OF LABOUR, (LABOUR BRANCH), No. S.O. 94/C.A. 1111948/Ss.3and5/2012.-dated 15th November, 2012) Sl. No.

Description of Labour

Unit

Rate

L-01

Blacksmith (IInd class)

day

230.00

L-02

Blacksmith (Ist class)/ Welder/ Plumber/ Electrician

day

264.50

L-03

Blaster (Stone cutter)

day

264.50

L-04

Carpenter I Class

day

264.50

L-05

Chiseller (Head Mazdoor)

day

264.50

L-06

Driller (Jumper)

day

264.50

L-07

Diver

day

264.50

L-08

Fitter

day

230.00

L-09

Mali

day

264.50

L-10

Mason (IInd class)

day

230.00

L-11

Mason (Ist class)

day

223.36

L-12

Mate / Supervisor

day

151.44

L-13

Mazdoor

day

136.69

L-14

Mazdoor/Dresser (Semi Skilled)

day

230.00

L-15

Mazdoor/Dresser/Sinker (Skilled)

day

164.69

L-16

Medical Officer

day

304.20

L-17

Operator(grouting)

day

264.50

L-18

Painter I class

day

223.36

L-19

Para medical personnel

day

264.50

(C) Materials Sl. No.

Description

Unit

Rate

M-001

Stone Boulder of size 150 mm and below at Cruser Plant

cum

919

M-002

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

cum

494.68

M-003

Boulder with minimum size of 300 mm for Pitching at Site

cum

494.68

M-004

Coarse sand at Mixing Plant

cum

828

M-005

Coarse sand at Site

cum

710.46

M-006

Fine sand at Site

cum

476.8

M-007

Moorum at Site

cum

461.9

M-008

Gravel/Quarry spall at Site

Cum

921

M-009

Granular Material or hard murrum for GSB works at Site

Cum

727.79

M-010

Granular Material or hard murrum for GSB works at Mixing Plant

Cum

461.9

Page 3 of 264

M-011

Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant

Cum

8.94

M-012

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification)

Cum

894

Description

Unit

Rate at Plant (HMP/Batching Rate at Site )

M-013

Close graded Granular sub-base Material 53 mm to 9.5 mm

cum

867

836.17

M-014

Close graded Granular sub-base Material 37.5 mm to 9.5 mm

cum

867

867

M-015


cum

867

867

M-016


cum

867

867

M-017


cum

867

836.17

M-018

Close graded Granular sub-base Material 4.75mm to 2.36 mm

cum

867

867

M-019

Close graded Granular sub-base Material 4.75mm to 75 micron mm

867

867

M-020

Close graded Granular sub-base Material 2.36 mm

cum

867

836.17

M-021

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.

cum

476.8

476.8

M-022

Coarse graded Granular sub-base Material 2.36 mm & below

cum

992.3

867

M-023

Coarse graded Granular sub-base Material 4.75mm to 75 micron mm

867

867

M-024

Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm

cum

867

867

M-025


cum

867

867

M-026


cum

867

867

M-027


cum

867

867

M-028


cum

867

867

M-029

Coarse graded Granular sub-base Material 53 mm to 26 .5mm

cum

867

867

M-030

Aggregates below 5.6 mm

cum

992.3

1066.89

M-031

Aggregates 22.4 mm to 2.36 mm

cum

1012

1001

M-032


cum

1001

1001

M-033

Aggregates 45 mm to 2.8 mm

cum

968.6

968.6

M-034


cum

1007.77

920.5

M-035


990.25

990.25

M-036


cum

959

959

M-037


cum

982

982

M-038

Aggregates 63 mm to 45 mm

cum

949

949

M-039


cum

938

938

M-040


cum

1078.94

987

M-041


cum

987

987

M-042


cum

1001

1001

M-043


cum

998.5

998.5

M-044

Aggregates 13.2 mm to 10 mm

cum

1103.6

1016.5

M-045


cum

1103.6

1016.5

M-046


cum

1103.6

986

M-047


cum

1001

1001

M-048


cum

956

956

M-049


cum

1011.94

920.5

M-050

Aggregates 6 mm nominal size

cum

969

969

M-051


cum

1005

1005

M-052

Aggregates 13.2/12.5 mm nominal size

cum

1028

1028

M-053


cum

1028

1028

M-054


cum

925

925

M-055


cum

916

916

Sl. No.

Description

Unit

Rate

M-056

AC pipe 100 mm dia

metre

65

M-057

Acrylic polymer bonding coat

litre

485

M-058

Alluminium Paint

litre

132.61

Page 4 of 264

M-059

Aluminium alloy plate 2mm Thick

sqm

425

M-060

Aluminium alloy/galvanised steel

tonne

54574

M-061

Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable

sqm

6064

M-062

Aluminium studs 100 x 100 mm fitted with lense reflectors

nos

546

M-063

Barbed wire

kg

65.56

M-064

Bearing (Cost of parts)

nos

1213

M-065

Bearing (Cast steel rocker bearing assembly of 250 tonne )

nos

50000

M-066

Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)

nos

15000

M-067

Bearing (Forged steel roller bearing of 250 tonne

nos

41309

M-068

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components

nos

41309

M-069

Bearing (PTFE sliding plate bearing assembly of 80 tonnes )

nos

16378

M-070

Bearing (Supply of sliding plate bearing of 80 tonne)

nos

16378

M-071

Bentonite

kg

4.1

M-072

Binding wire

M-073

Bitumen ( CRMB 55)

tonne

55145

M-074

Bitumen (60-70 grade) VG -30

tonne

55132

M-075

Bitumen (80-100 grade ) VG-10

tonne

56122

M-076

Bitumen (Cutback )

tonne

47937

M-077

Bitumen (emulsion)

tonne

49915

M-078

Bitumen (modified graded)

tonne

38740

M-079

Brick

each

4.41818

M-080

C.I.shoes for the pile

kg

59.6

M-081

Cement

tonne

5000

M-082

Cold twisted bars (HYSD Bars)

tonne

45000

M-083

Coller for joints 300 mm dia

M-084 M-085 M-086

Copper Plate(12m long x 250mmwide)

M-087

Corrosion resistant Structural steel

M-088

Corrugated sheet, 3 mm thick, "Thrie" beam section railing

M-089

Credit for excavated rock found suitable for use

cum

37

M-090

Curing compound

liter

607

M-091

Delineators from ISI certified firm as per the standard drawing given in IRC - 79

each

834.4

M-092

Earth Cost or compensation for earth taken from private land

cum

28

M-093

Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),

M-094

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

M-095

Epoxy compound with accessories for preparing epoxy mortar

M-096

kg

100

nos

146

Compressible Fibre Board(20mm thick)

sqm

486

Connectors/ Staples

each

61

kg

290.55

tonne

46526

kg

49

metre

6064

100 nos

1456

kg

486

Epoxy mortar

kg

425

M-097

Epoxy primer

kg

417.2

M-098

Epoxy resin-hardner mix for prime coat

kg

486

M-099

Flag of red color cloth 600 x 600 mm

each

91

M-100

Flowering Plants

each

61

M-101

Galvanised MS flat clamp

nos

25

M-102

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

sqm

122

M-103

Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long

kg

61

M-104

Gelatin 80%

kg

146

M-105

Geo grids

sqm

607

M-106

Geomembrane

sqm

607

M-107

Geonets

sqm

607

M-108

Geotextile

sqm

37.25

M-109

Geotextile filter fabric

sqm

37.25

M-110

GI bolt 10 mm Dia

nos

13

M-111

Grouting pump with agitator

hour

304

Page 5 of 264

M-112

Grass (Doob)

kg

7

M-113

Grass (Fine)

kg

13

M-114

HDPE pipes 75mm dia

metre

607

M-115

HDPE pipes 90mm dia

metre

607

M-116

Hedge plants

each

61

M-117

Helical pipes 600mm diameter

metre

2426

M-118

Hot applied thermoplastic compound

M-119

HTS strand

M-120

Joint Sealant Compound

kg

607

M-121

Jute netting, open weave, 2.5 cm square opening for seeding and Mulching

sqm

61

M-122

LDO for steam curing

litre

43

M-123

M.S. Clamps

nos

13

M-124

M.S. Clamps

kg

52.15

M-125

M.S.shoes @ 35 Kg per pile of 15 m

kg

M-126

Mild Steel bars

M-127

M-128

litre tonne

Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative

150 57453

37

tonne

47307.5

metre

1820

metre

1820

M-129

Nipples 12mm

nos

243

M-130

Nuts and bolts

kg

64.07

M-131

Paint

litre

192.81

M-132

Pavement Marking Paint

litre

117.16

M-133

Paving Fabric

sqm

225

M-134

Perforated geosynthetic pipe 150 mm dia

metre

182

M-135

Perforated pipe of cement concrete, internal dia 100 mm

metre

243

M-136

Pesticide

kg

1820

M-137

Pipes 200 mm dia, 2.5 m long for drainage

metre

243

M-138

Plastic sheath, 1.25 mm thick for dowel bars

sqm

61

M-139

Plastic tubes 50 cm dia, 1.2 m high

nos

3639

M-140

Polymer braids

metre

364

M-141

Pre moulded Joint filler,25 mm thick for expansion joint.

sqm

965

M-142

Pre-coated stone chips of 13.2 mm nominal size

cum

1213

M-143

Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.

metre

668

M-144

Pre-moulded asphalt filler board

sqm

425

M-145

Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days

kg

49

M-146

Primer

kg

102.94

M-147

Quick setting compound

kg

364

M-148

Random Rubble Stone

M-149

RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia

metre

5000

M-150


metre

4452

M-151


metre

1149

M-152

Reflectorising glass beads

kg

75

M-153

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)

metre

364

M-154

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips)

metre

364

M-155

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips)

metre

364

M-156

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips)

metre

364

M-157

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips)

metre

364

M-158

Rivets

each

101.32

M-159

Sand bags (Cost of sand and Empty cement bag)

nos

7

M-160

Sapling 2 m high 25 mm dia

each

25

M-161

Scrap tyres of size 900 x 20

nos

364

M-162

Seeds

kg

243

M-163

Selected earth

cum

43

cum

Page 6 of 264

2604.51

M-164

Separation Membrane of impermeable plastic sheeting 125 micron thick

sqm

61

M-165

Sheathing duct

metre

304

M-166

Shrubs

each

7

M-167

Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing

cum

364

M-168

Sodium vapour lamp

each

1213

M-169

Square Rubble Coursed Stone

cum

2705.04

M-170

Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level

each

1213

M-171

Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

each

1820

M-172

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

nos

79

M-173

Steel helmet and cushion block on top of pile head during driving.

kg

61

M-174

Steel pipe 25 mm external dia as per

IS:1239

metre

182

M-175

Steel pipe 50 mm external dia as per

IS:1239

metre

364

M-176

Steel wire rope 20 mm

kg

61

M-177

Steel wire rope 40 mm

kg

M-178

Strip seal expansion join

metre

7500

M-179

Structural Steel

tonne

45000

M-180

Super plastisizer admixture IS marked as per 9103-1999

M-181

Synthetic Geogrids as per clause 3102.8 and approved design and specifications.

sqm

607

M-182

Through and bond stone

each

14.453

M-183

Tie rods 20mm diameter

nos

49

M-184

Tiles size 300 x 300 mm and 25 mm thick

each

15

M-185

Timber

cum

24255

M-186

Traffic cones with 150 mm reflective sleeve

nos

243

M-187

Tube anchorage set complete with bearing plate, permanent wedges etc

nos

6064

M-188

Unstaked lime

tonne

4500

M-189

Water

KL

10

M-190

Water based cement paint

litre

31

M-191

Welded steel wire fabric

kg

61

M-192

Wire mesh 50mm x 50mm size of 3mm wire

kg

61

M-193

Wooden ballies 2" Dia for bracing

each

61

M-194

Wooden ballies 8" Dia and 9 m long

each

91

M-195

Wooden packing

cum

12000

M-196

Wooden staff for fastening of flag 25 mm dia, one m long

each

122

Page 7 of 264

kg

61

44.7

Overheads for Road Works

10%

Contractors profit for Road Works

10%

Overheads for Bridge Works

20%

for input of Overheads or Contractors profit please type in collum C as like below

Overheads for Bridge Works (Rehabilitation)

25%

Type symble of apostrope(') then input value then one space then symble of percentage (%) for example '08 %

Contractors profit for Bridge Works

10%

Lead from Mixing Plant to working site

1 km

Lead for E/W borow area to site

20 km

Lead for fly ash from source to site

53 km

Page 8 of 264

Items No.

Summary of Rates calculated and used for analysis of rates of other items

Item 8.3

Printing new letter and figures of any shade (ii) English Roman

Item 8.8

Painting Two Coats on New Concrete Surfaces

Item 8.9

Unit

Rate

per cm height per letter sqm

40.00

0.30

Painting angle iron post two coats

sqm

46.00

Item 12.6 (B)

Cement mortor 1:2 (Excluding OH & CP)

cum

4,152.00

Item 12.6 (A)


cum

3,425.00

Item 12.6 (D)


cum

2,422.00

Item 12.7 (A )

Course Rubble masonary in cement mortor 1:3 (including OH & CP)

cum

6,211.00

Item 12.7 (Addl) B)

Random Rubble masonary in cement mortor 1:6 (including OH & CP)

cum

5,610.00

cum

4,228.00

cum

3,080.00

cum

3,390.00

cum

3,443.00

cum

4,650.00

cum

3,388.00

cum

3,667.00

cum

4,949.00

cum

3,614.00

cum

3,723.00

cum

3,740.00

cum

3,697.00

cum

3,641.00

cum

3,740.00

cum

3,686.00

cum

3,816.00

cum

3,952.00

cum

5,217.00

cum

3,838.00

cum

3,719.00

cum

3,558.00

cum

3,874.00

cum

3,712.00

cum

3,904.00

cum

3,743.00

cum

3,974.00

cum

5,260.00

Item 12.11 (C) iv

PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

cum

3,812.00

Item 12.11 (F) iv

PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant

cum

5,114.00

Item No. 3.13

Excavation for Structures (Manual Means)

cum

138.00

Item No. 3.13

Excavation for Structures (Mechenical Meanse)

cum

36.00

Item 14.1(A)

RCC Grade M20 for super-structure including OH & CP by Batching Plant

cum

5,317.00

Item 14.1(B)


cum

5,783.00

Item 14.1(E)


cum

6,171.83

Item 14.1(C)

RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant

cum

4,428.00

Item 14.1(C)

RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant

cum

3,690.00

Item 14.2 A

Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP

tonne

50,004.00

Item 13.6

Supplying, fitting and placing HYSD including OH & CP for sub-structure

tonne

65,101.00

Item 5.17

Fog Seal

sqm

53.00

Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %

sqm

57.00

sqm

67.00

sqm

88.00

Item 5.21 Case-IV

Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile

sqm

124.00

Item 5.15 Case-I

Slurry Seal Case-I 5 mm thickness

sqm

82.00

Item 5.15 Case-II

Slurry Seal Case-II 3 mm thickness

sqm

57.00

Item 5.15 Case-III

Slurry Seal Case III 1.5 mm thickness

sqm

35.00

Surface Dressing Case-I 19 mm nominal chipping size

sqm

104.00

Item 12.8 (A) Item 12.8 (A) Item 12.8 (B) PCC Item 12.8 (C) Item 12.8 (C) RCC Item 12.8 (C) Item 12.8 (D) Item 12.8 (D) Item 12.8 (D) Item 12.8 (E) Item 12.8 (E) Item 12.8 (F) Item 12.8 (F) Item 12.8 (G) Item 12.8 (G) Item 12.8 (H) Item 12.8 (H) Item 12.8 (H) Item 12.8 (H) Item 12.11 (C) i Item 12.11 (C) i Item 12.11 (C) ii Item 12.11 (C) ii Item 12.11 (C) iii Item 12.11 (C) iii Item 12.11 (C) iv Item 12.11 (C) iv

Item 5.21 Case-I Item 5.21 Case-II Item 5.21 Case-IV

Item 5.9 Case-I

PCC Grade M15 including OH & CP for Open Foundation by Mixer PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer PCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M20 including OH & CP for Open Foundation by Batching Plant RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer PCC Grade M25 including OH & CP for Open Foundation by Batching Plant PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M35 including OH & CP for Open Foundation by Batching Plant

by by by

by by

by by by by by by by by

RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant

Page 9 of 264

Item 5.9 Case-II

Surface Dressing Case-II 13 mm nominal size chipping

Page 10 of 264

sqm

85.00

Summary of Rate Analysis Item No.

Unit

Descriptions

Rate

CHAPTER-2 SITE CLEARANCE 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 mtrs and earth filling in the depression/pit.)

2.1 (i) (ii) (iii) (iv)

Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm

each each

137.00 259.00

Girth from 900 mm to 1800 mm

each each

482.00 896.00

hectare

8636.00

hectare

49142.00

Girth above 1800 mm

2.2

Clearing Grass and Removal of Rubbish

2.3

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

(ii)

By Mechanical Means A

In area of light jungle Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)

2.4

(i)

Lime /Cement Concrete By Manual Means

I A B C II A B (ii)

Lime Concrete, cement concrete grade M-10 and below Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above

cum cum

212.00 247.00

cum

623.00

cum cum

372.00 634.00

cum cum

143.00 177.00

cum cum

129.00 122.00

cum cum

157.00 177.00

cum cum cum

143.00 136.00 129.00

cum cum

143.00 343.00

tonne tonne

836.00 603.00

tonne

6.00

Dismantling Brick / Tile work A B C D

(iii) A B C D E F (iv) (v)

In lime mortar In cement mortar In mud mortar Dry brick pitching or brick soling Dismantling Stone Masonry Rubble stone masonry in lime mortar Rubble stone masonry in cement mortar. Rubble Stone Masonry in mud mortar. Dry rubble masonry Dismantling stone pitching/ dry stone spalls. Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet.

A B C (vi) A B (vii) A B

Including dismembering Excluding dismembering. Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking. In lime/Cement mortar In mud mortar Scraping of Stone from dismantled stone masonry In cement and lime mortar In Mud mortar

(viii)

Scarping plaster in lime or cement mortar from brick/ stone masonry

(ix)

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. A B C

Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm

Page 11 of 264

1000 numbers

605.00

1000 numbers

216.00

cum

243.00

cum sqm

51.00 8.00

metre

90.00

metre metre

121.00 208.00


Descriptions

2.5

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

I

Unit

Rate

By Manual Means A

Bituminous courses

cum

389.00

B

Granular courses By Mechanical Means

cum

286.00

Bituminous course

II A

cum

187.00

2.6

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

cum

992.00

2.7

Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.)

metre

43.00

2.8

Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

10.00

2.9

Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

14.00

2.10

Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) each

199.00

each each

121.00 24.00

A B C

5th KM stone Ordinary KM Stone Hectometre Stone

2.11

Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. )

metre

27.00

2.12

Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department)

metre

74.00

metre

86.00

each

101.00

2.13

2.14

Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.)

Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)

Page 12 of 264


Unit

Descriptions

Rate

CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE 3.1

Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

cum

97.00

3.2

Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )

cum

133.00

3.3

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

cum

152.00

3.4

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

cum

255.00

cum

292.00

3.6

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

cum

45.00

3.7

Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

cum

60.00

3.8

Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) cum cum

362.00 736.00

3.9

Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled 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 metres )

cum

379.00

3.10

Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

cum

51.00

3.11

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

cum

46.00

3.12

Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303)

sqm

143.00

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 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 metres )

3.5

A B

Mechanised Manual Method

Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)

3.13

(i)

Ordinary soil A B

Manual Means (Depth upto 3 m) Mechanical Means (Depth upto 3 m) Ordinary rock (not requiring blasting)

cum cum

138.00 36.00

A B

Manual Means (Depth upto 3 m) Mechanical Means Hard rock ( requiring blasting )

cum cum

173.00 49.00

A

Manual Means Hard rock ( blasting prohibited )

cum

360.00

A

Mechanical Means Marshy soil Manual means ( upto 3 m depth)

cum

472.00

cum

290.00

(ii)

(iii) (iv) (v) A

Page 13 of 264


Unit

Descriptions B

Rate

cum

106.00

3.14

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )

sqm

14.00

3.15

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

sqm

4.00

Mechanical Means

3.16

Embankment Construction with Material Obtained from Borrow Pits (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)

cum

249.00

3.17

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)

cum

84.00

3.18

Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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)

cum

293.00

3.19

Compacting Original Ground Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

cum

60.00

:Compacting original ground supporting embankment

Case-I Case-II

cum

29.00

3.20

Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth)

cum

131.00

3.21

Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.)

cum

91.00

3.22

Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

sqm

16.00

3.23

Seeding and Mulching (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308)

sqm

129.00

3.24

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) metre

56.00

metre

35.00

metre

114.00

metre metre

52.00

A B

Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)

3.25 A B 3.26

3.27

Mechanical means Manual Means

Mechanical Means Manual Means Surface Drains in Hard Rock (Rate per metre may be worked out based on quantity of hard rock as per design.) Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site )

587.00

3.28

Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway )

metre

171.00

3.29

Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads)

metre

2356.00

3.30

Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)

sqm

1.00

3.31

Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313)

cum

50.00

3.32

Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

cum

149.00

Page 14 of 264


Descriptions

Unit

3.33

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )

cum

224.00

cum

293.00

cum

314.00

3.34

Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)

3.35

Work in Urban Roads (The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons:)

3.36

Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. (Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.)

Page 15 of 264

Rate


Unit

Descriptions

Rate

CHAPTER-4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS 4.1

Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

A (i)

for grading- I Material

cum

1606.00

cum cum

400.00 376.00

cum

561.00

cum

698.00

Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade)

4.3

A B

By Mechanical Means By Manual Means Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base.)

4.4

4.5

Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.)

4.6

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)

(i)

For Sub-Base course

cum

1953.00

(ii)

For Base course

cum

1953.00

sqm

404.00

cum

1266.00

cum

1714.00

cum

1927.03

cum cum cum

1727.00 1806.00 1899.00

cum

1741.00

cum

1914.00

cum cum

1659.00 1872.24

cum cum

1672.00 1752.00

cum

1844.00

cum

1686.00

cum

1859.00

Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead)

4.7

Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

4.8

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

4.9

A (i)

By Manual Means (a) (b)

(ii) (a) (b) (c) (iii) (a) (b) B (i) (a) (b) (ii) (a) (b) (c) (iii) (a) (b)

Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.) By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.)

Page 16 of 264


Descriptions

Unit

4.10

Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding Material.)

cum

163.00

sqm

24.00

4.12

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

cum

1861.26

4.13

Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407)

cum

99.00

4.14

Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407)

cum

284.00

4.15

Construction of Shoulders (A. Earthen Shoulders)

4.16

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..)

sqm

586.00

4.17

Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) cum

1710.00

cum

1741.00

cum

1868.00

cum

1188.00

cum

580.00

Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8)

4.11

A

(i) (ii) (i) (ii)

4.18

By Mix in Place Method

For 53 mm maximum size For 45 mm maximum size B

Rate

By Mixing Plant :

For 53 mm maximum size For 45 mm maximum size Lime, Fly ash stabalised soil sub-base (Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + fly ash content ranging between 10 to 30%, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88-1984. )

Page 17 of 264


Unit

Descriptions

Rate

CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) 5.1

Prime coat (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.)

5.2

Tack coat 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.

sqm

51.40

sqm

16.76

cum cum

7863.79 7871.54

Bituminous Macadam (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)

5.3

(i) (ii)

for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Bituminous Penetration Macadam (Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction)

5.4

A

50 mm thick

sqm

432.00

B

75 mm thick

sqm

590.00

sqm

351.00

cum

10006.88

cum cum

9943.00 10693.00

cum

11688.42

sqm

104.00

sqm

85.00

Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)

5.5

Dense Graded Bituminous Macadam (Providing and laying dense 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% by weight of total mix 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. 507 complete in all respects.)

5.6

(i)

for Grading I ( 40 mm nominal size ) 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 % 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)

5.7

(i) (ii)

for Grading I ( 13 mm nominal size ) for GradingII(10 mm nominal size) Bituminous Concrete (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 % 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)

5.8

(i)

for Grading-I ( 13 mm nominal size ) Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)

5.9 Case -1 Case - II

:-19 mm nominal chipping size 13 mm nominal size chipping Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades.)

5.10

(i)

Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .

sqm

152.00

(ii)

Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

sqm

186.00

Page 18 of 264


Unit

Descriptions Close Graded Premix Surfacing/Mixed Seal Surfacing (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. )

5.11

Rate

sqm

200.00

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

5.12 (i)

Case - I : Type A

sqm

80.00

(ii)

Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)

sqm

60.00

Supply of Stone Aggregates for Pavement Courses (Supply of stone aggregates from approved sources confirming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be ascertained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be ascertained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.)

5.13

Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course 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 13.2 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 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

5.14

cum

sqm

592.00

sqm sqm sqm

85.45 58.00 35.00

cum

7908.00

sqm

47.00

sqm

6.00

cum

12877.00

cum cum cum

12772.00 8695.00 8585.00

cum

9750.00

Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface)

5.15 (i) (ii) (iii)

5 mm thickness 3 mm thickness 1.5 mm thickness Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517.)

5.16

5.17 added

Fog Spray 1.In case it is decided by the engineer to blind the fog spray, the following may be added Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.)

5.18 (i) (ii) (iii) (iv)

Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Sand Asphalt Base Course (Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing.)

5.19

Modified Binder (Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC: SP: 53 blending of modifier with bitumen to be done either at the refinery or at the site plant capable of producing the modified binder to be delivered in drums which shall be agitated in melted condition using suitable device before use to ensure uniform dispersion.)

5.20

5.21

tonne

Crack Prevention Courses

(i)

Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)

Page 19 of 264

sqm

57.00


Unit

Descriptions

(ii)

(iii)

(iv)

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % (Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.) Case - IV : Bitumen Impregnated Geotextile (Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 704.4.5)

Rate

sqm

67.00

sqm

88.00

sqm

124.00

Recipe Cold Mix (Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3)

5.22 (i)

75 mm thickness

cum

8688.00

(ii)

40 mm thickness

cum

12138.00

(iii)

25 mm thickness

cum

13930.00

Page 20 of 264


Unit

Descriptions

Rate

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)

8.1

A

Using Concrete Mixer

metre

226.00

B

Using Concrete Batching and Mixing Plant

metre

231.00

metre

439.00

Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)

8.2

B

Using Concrete Batching and Mixing Plant Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)

8.3 (i) (ii)

Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )

cm height per letter

0.60

English and Roman

cm height per letter

0.30

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.4

(i) ( ii )

90 cm equilateral triangle 60 cm equilateral triangle

each each

4206.00 2783.00

( iii ) ( iv )

60 cm circular 80 mm x 60 mm rectangular

each each

3715.00 5160.00

(v) (vi ) ( vii )

60 cm x 45 cm rectangular

each each each

3619.00 4280.00 6569.00

sqm

9152.00

sqm

15825.00

tonne tonne

83366.00 575.00

60 cm x 60 cm square 90 cm high octagon Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

8.5

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.6

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)

8.7

A B

Truss and Vertical Support Aluminium alloy plate for over head sign

8.8

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

sqm

42.00

8.9

Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

sqm

49.00

8.10

Painting on Wood Surfaces (Providing and applying two coats of ready mix paint of approved brand on wood surface after through cleaning of surface to give an even shade)

sqm

55.00

8.11

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) sqm

63.00

sqm

54.00

(i) (ii)

Over 10 cm in width Up to 10 cm in width

Page 21 of 264


Descriptions

8.12

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )

Unit

Rate

(i)

Over 10 cm in width

sqm

43.00

(ii)

Up to 10 cm in width

sqm

46.00

sqm

607.78

5th kilometre stone (precast)

each

2632.00

Ordinary Kilometer stone (Precast)

each each

1610.00 460.00

8.15

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

each

1116.00

8.16

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

each

535.00

metre

251.00

metre

415.00

8.19

Fencing with welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.)

metre

647.00

8.20

Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)

metre

2270.00

8.21

Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)

metre

1820.00

metre

3469.00

metre

2721.00

metre

3525.00

8.13

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

8.14

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) (ii) (iii)

Hectometer stone (Precast)

G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )

8.17

G.I Barbed wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )

8.18

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

8.22

(i) 8.23

A

B

M 20 grade concrete Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (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)

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

Page 22 of 264


Descriptions

8.24

Road Traffic Signals electrically operated (Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing.)

Unit

Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.)

8.25

8.26

Rate

metre

2055.00

metre

4323.00

metre

807.00

each each

4286.00 4235.00

each

3226.00

metre

2474.00

metre metre

4566.00 6666.00

tonne

81484.00

Anti - Glare Devices in Median Plantation (Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture. )

A

B

C

Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 mtr height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings.) Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)

8.27 (i) (ii)

For Fixing in Median For fixing in Footpath Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp)

8.28

Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to 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 per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm 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, all as per IRC: 98 - 1997 and approved drawings.)

8.29

(i) (ii) (iii)

Single Row for one utility service Double Row for two utility services Triple Row for three utility services Highway Patrolling and Traffic Aid Post (It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. )

8.30

Items related to under pass/ subway/ overhead bridge/ overhead foot bridge (The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings)

8.31

Traffic Control System and Communication system (Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived approved design and drawing.)

8.32

Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3)

8.33 (i)

Gantry Support System

(ii)

Message Display (Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages.)

Page 23 of 264


Descriptions

8.34

Traffic Impact Attenuators at Abutments and Piers

Unit

Rate

A

With Scrap Tyres (Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings.)

sqm

2389.00

B

Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings)

sqm

760.00

C

With HI - DRO cell Sandwich (Patented) ((In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing the energy))

sqm

18533.00

8.35

Road Markers/Road Stud with Lense Reflector (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)

each

730.00

8.36

Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873)

each

296.00

8.37

Roadside Amenities

A

Rest Areas (Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions)

B

Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles (Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters.)

C

Lawn (Providing a lawn planted with grass and its maintenance ) Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)

8.38

Policeman Umbrella (Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint)

8.39

sqm

each

High Mast Pole Lighting at Interchanges and Flyovers (Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms alongwith their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs.)

8.40

Toll Plaza (The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on the approved design and drawings:-)

8.41

Safety Devices and signs in Construction Zones (Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001)

8.42

8.43

Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 )

8.44

Permanent Type Barricade in Construction Zone

A

With Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )

Page 24 of 264

each

2598.00

each

4160.00


Descriptions

Unit

Rate

B

With Wooden Components (Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )

each

5749.00

C

With Bricks (Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips)

each

11476.00

8.45

Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001)

each

325.00

8.46

Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic)

each

430.00

cum

66.00

cum cum

85.00 113.00

Depth upto 3 m Depth 3 m to 6 m

cum cum

49.00 56.00

Depth above 6m

cum

68.00

cum cum

94.00 64.00

cum

314.00

cum

347.00

cum cum

288.00 67.00

cum

219.00

CHAPTER-12 FOUNDATIONS Excavation for Structures (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.)

12.1 I

Ordinary soil

A

Manual Means (i) (ii) (iii)

B (i) (ii) (iii) II A

upto 3 m depth 3 m to 6 m depth Above 6 m depth Mechanical Means

Ordinary rock (not requiring blasting) (i)

B

Manual Means Depth upto 3 m Mechanical Means Hard rock ( requiring blasting )

III A IV A V

Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil upto 3 m depth

(i) A B VI

Manual means Mechanical Means Back Filling in Marshy Foundation Pits

12.2

Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 13.4.)

12.3

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

cum

811.00

12.4

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

cum

3626.00

12.5

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications

cum

4545.00

cum cum

3425.00 4150.00

cum cum

2941.00 2519.00

cum cum

6211.00 6020.00

cum

4228.00

cum

4653.00

cum

4726.00

cum

4650.00

cum cum

5021.00 4949.00

cum

5098.00

12.6 A B C D 12.7 (a) (b) 12.8 A

Cement mortar1:3 (1cement :3 sand) Cement mortar1:2 (1cement :2 sand) Cement mortar1:4 (1cement :4 sand) Cement mortar1:6 (1cement :6 sand) Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort ) Random Rubble Masonry Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 PCC Grade M20

B C Case I Case II D Case I Case II E Case I

RCC Grade M20 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M25 Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Page 25 of 264 RCC Grade M25 Using concrete Mixer

CHAPTER-1 CARRIAGE OF MATERIALS Sr No

Ref. to MoRTH Spec.

1.1

Note 1.2

Note 1.3

Description

Unit

Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip Unit = cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen contingencies etc Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overhead charges @ 0.1 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Unloading will be by tipping. Loading and Unloading of Boulders by Manual Means

cum

Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor for loading and unloading b) Machinery Tipper 5.5 tonne capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Unloading will be by tipping. Loading and Unloading of Cement or Steel by Manual Means and Stacking. Unit = tonne Taking output = 10 tonnes a) Labour Mate Mazdoor for loading and unloading b) Machinery Truck 10 tonne capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for10 tonnes = a+b+c+d Rate per tonnes = (a+b+c+d)/10

Quantity

Rate Rs

Cost Rs

1 Min 13 Min 2 Min 4 Min 20 Min hour hour

0.330 0.330

339.00 806.00

111.87 265.98

say

37.79 41.56 457.20 83.13 83.00

P&M-048 P&M-017

day day

0.110 0.750

151.44 136.69

16.66 102.52

L-12 L-13

hour

0.750

339.00

P&M-048

say

254.25 37.34 41.08 451.85 82.15 82.00

day day

0.080 2.000

151.44 136.69

12.12 273.38

L-12 L-13

hour

2.000

315.27

630.54 91.60 100.76 1108.40 110.84 111.00

P&M-057

135.60 98.31 23.39 25.73

P&M-048 P&M-048

say 1.4

Remarks/ Input ref.

Cost of Haulage Excluding Loading and Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit = t.km Taking output 10 tonnes load and lead 10 km = 100 t.km (i)

Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty :35 km / hour. a) Machinery. Tipper 10 tonne capacity Time taken for onward haulage with load Time taken for empty return trip. b) Overhead charges @ 0.1 on (a) c) Contractor's profit @ 0.1 on (a+b) Page 1 of 264

hour hour

0.400 0.290

339.00 339.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100 1.4

(ii)

say

283.03 2.83 2.80

Remarks/ Input ref.

Unsurfaced Graveled Road Speed with load: 20 km / hour Speed for empty return trip :30 km / hour a) Machinery Tipper 10 tonnes capacity Time taken for onward haulage with load

hour

0.500

339.00

169.50

P&M-048

Time taken for empty return trip

hour

0.330

339.00

111.87

P&M-048

b)

Overhead charges @ 0.1 on (a)

28.14

c)

Contractor's profit @ 0.1 on (a+b)

30.95

Cost for 100 t .km = a+b+c

340.46

Rate per t.Km = (a+b+c)/100 1.4

(iii)

3.40 say

3.40

Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. Speed with load :10 km / hour Speed while returning empty:15 km / hour a)

Machinery Tipper 10 tonnes capacity Time taken for onward haulage

hour

1.000

339.00

339.00

P&M-048

Time taken for empty return trip

hour

0.670

339.00

227.13

P&M-048

b)


56.61

c)


62.27

Cost for 100 t .km = a+b+c

685.02

Rate per t.Km = (a+b+c)/100

6.85 say

1.5

6.90

Hand Broken Stone Aggregates 63 mm Nominal Size Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed Unit = cum Taking output = 1 cum a)

b)

Labour Mate

day

0.060

151.44

9.09

L-12

Mazdoor

day

1.500

136.69

205.04

L-13

cum

1.100

494.68

544.15

M-002

Material Supply of quarried stone 150 - 200 mm size

c)

Overhead charges @ 0.1 on (a+b)

d)

Contractor's profit @ 0.1 on (a+b+c)

75.83 83.41

Rate per cum = a+b+c+d

917.51 say

1.6

918.00

Crushing of Stone Aggregates 13.2 mm Nominal Size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13.2 mm nominal size. Unit = cum Taking Output = 600 cum at crusher location. a) Labour

b)

Mate

day

0.760

151.44

115.09

L-12

Mazdoor Skilled

day

2.000

230.00

460.00

L-14

Mazdoor including breaking of any oversize boulder.

day

17.000

136.69

2323.73

L-13

cum

800.000

919.00

735200.00

Material Stone Boulder of size 150 mm and below Page 2 of 264

M-001

Sr No

Ref. to MoRTH Spec. c)

Cost Rs

Remarks/ Input ref.

18228.00

109368.00

P&M-028

20.000

806.00

16120.00

P&M-017

20.000

339.00

6780.00

P&M-048

Description

Unit

Quantity

Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity

Hour

6.000

Hour

Tipper 5.5 cum capacity

Hour

Rate Rs

Machinery

d)

Overhead charges @ 0.1 on (a+b+c)

e)

Contractor's profit @ 0.1 on (a+b+c+d)

87036.68 95740.35

Cost for 600 cum = a+b+c+d+e

1053143.86

Rate per cum = (a+b+c+d+e)*0.95/600

1667.48 say

Note

1667.00

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5 per cent to the production of stone dust which comes out as a by-product. 3. The integrated stone crusher includes primary and secondary crushing units. Crushing of Stone Aggregates 20 mm Nominal Size

1.7

Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size. Unit = cum Taking Output = 670 cum at crusher location. a) Labour Mate

day

0.760

151.44

115.09

L-12

Mazdoor Skilled

day

2.000

230.00

460.00

L-14

Mazdoor including breaking of any size boulder.

day

17.000

136.69

2323.73

L-13

cum

800.000

919.00

735200.00

M-001


Hour

6.000

18228.00

109368.00

P&M-028

Hour

20.000

806.00

16120.00

P&M-017


Hour

20.000

339.00

6780.00

P&M-048

b)

Material

c)

Machinery

Stone Boulder of size 150 mm and below

d)


e)


87036.68 95740.35


1053143.86

Rate per cum = (a+b+c+d+e)*0.90/670

1414.67 say

Note

1.8

1415.00

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 mm. 2. 90 per cent of above cost will be attributed to the production of 670 cum of stone aggregates of 20mm size and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as a by-product. 3. The integrated stone crusher includes primary and secondary crushing units. Crushing of Stone Aggregates 40 mm Nominal Size Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size. Unit = cum Taking Output = 750 cum at crusher location. a) Labour Mate

day

0.760

151.44

115.09

L-12

Mazdoor Skilled

day

2.000

230.00

460.00

L-14

Page 3 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor

Quantity

Rate Rs

Cost Rs

day

17.000

136.69

2323.73

cum

800.000

919.00

735200.00

M-001


Hour

6.000

18228.00

109368.00

P&M-028

Hour

20.000

806.00

16120.00

P&M-017


Hour

20.000

339.00

6780.00

P&M-048

b)

Material

c)

Machinery

Stone Boulder of size 150 mm and below

d)


e)


87036.68 95740.35

Cost for 750 cum = (a+b+c+d+e)x0.85

895172.28

Rate per cum = (a+b+c+d+e)x0.85/750

1193.56 say

Note

Remarks/ Input ref.

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as a by-product. 3. The integrated stone crusher includes primary and secondary crushing units.

Page 4 of 264

1194.00

L-13

CHAPTER-2 SITE CLEARANCE Sr No

Ref. to MoRTH Spec.

2.1

201

Description

Unit

Quantity

Rate Rs

Cost Rs

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. (i)

Unit = Each Girth from 300 mm to 600 mm a)

Labour Mate

day

0.020

151.44

3.03

L-12

day

0.600

136.69

82.01

L-13

b)

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

hour

0.100

282.50

28.25

P&M-053

Tractor-trolley c)


d)


11.33 12.46

Rate for each tree = a+b+c+d

137.08 say

2.1

(ii)

Mate

day

0.040

151.44

6.06

L-12

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

day

0.900

136.69

123.02

L-13

hour

0.300

282.50

84.75

P&M-053

Machinery Tractor-trolley

c)


d)


21.38 23.52

Rate for each tree = a+b+c+d

258.73 say

(iii)

Mate

day

0.080

151.44

12.12

L-12

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

day

2.000

136.69

273.38

L-13

hour

0.400

282.50

113.00

P&M-053


c)


d)


39.85 43.83

Rate for each tree = a+b+c+d (iv)

259.00

Girth from 900 mm to 1800 mm a) Labour

b)

2.1

137.00

Girth from 600 mm to 900 mm a) Labour

b)

2.1

Remarks/ Input ref.

482.18

Girth above 1800 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres Machinery Tractor-trolley c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate for each tree = a+b+c+d

say

482.00

day day

0.160 4.000

151.44 136.69

24.23 546.76

L-12 L-13

hour

0.600

282.50

169.50 74.05 81.45 895.99 896.00

P&M-053

b)

say 2.2

201

Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . By Manual Means Unit = Hectare Taking output = 1 Hectare Page 1 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Labour Mate Mazdoor b) Overhead charges @ 0.1 on (a) c) Contractor's profit @ 0.1 on (a+b) Rate per Hectare = a+b+c

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

a)

day day

2.000 50.000

151.44 136.69

say 2.3

201

A

Unit = Hectare Taking output = 1 Hectare By Manual Means:In area of light jungle a)

b)

Labour Mate

day

6.000

151.44

908.64

L-12

Mazdoor

day

150.000

136.69

20503.50

L-13

hour

1.000

282.50


c)


d)


2386.41

b)

Labour Mate

day

8.000

151.44

1211.52

L-12

Mazdoor

day

200.000

136.69

27338.00

L-13

hour

2.000

282.50


c)


d)


By Mechanical Means

A

In area of light jungle a)

b)

P&M-053

3202.60 35228.57 say

(ii)

565.00 2911.45

Rate per Hectare = a+b+c+d

35229.00

Labour Mate

day

0.160

151.44

24.23

L-12

Mazdoor

day

4.000

136.69

546.76

L-13

hour

10.000

3720.00

37200.00

P&M-014

hour

1.000

282.50

282.50

P&M-053

Machinery Dozer 80 HP with attachment for removal of trees & stumps Tractor-trolley

c)


3805.35

d)


4185.88


46044.72

Add 12% Premium

5525.37

Total =

51570.09 say

B

34411.00

In area of thorny jungle a)

2.3 (ii)

P&M-053

26250.51 say

B

282.50 2169.46


2.3

L-12 L-13

Clearing and Grubbing Road Land . Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

(i)

2.3 (i)

302.88 6834.50 713.74 785.11 8636.23 8636.00

49142.00

In area of thorny jungle a)

b)

Labour Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

hour

12.000

3720.00

44640.00

Machinery Dozer 80 HP with attachment for removal of trees & stumps Page 2 of 264

P&M-014

Sr No

Ref. to MoRTH Spec.

Description

Unit

Tractor-trolley

Quantity

hour

c)


d)


1.500

Rate Rs

Cost Rs

282.50

5051.23 55563.49 say

202

P&M-053

4592.02

Rate per Hectare = a+b+c+d 2.4

423.75

Remarks/ Input ref.

55563.00

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Unit = cum Taking output = 1.25 cum (i)

Lime /Cement Concrete I

By Manual Means

A

Lime Concrete, cement concrete grade M-10 and below a)

b)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor for dismantling and loading

day

1.000

136.69

136.69

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


21.90 24.09

Cost for 1.25 cum = a+b+c+d

265.02

Rate per cum = (a+b+c+d)/ 1.25

212.01 say

2.4 (i)

B

a)

b)

Labour Mate

day

0.050

151.44

7.57

L-12


day

1.250

136.69

170.86

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


25.47 28.02


308.20

Rate per cum = (a+b+c+d)/ 1.25 2.4 (i)

C

246.56 say

247.00

Prestressed / Reinforced cement concrete grade M-20 & above a) Labour

b)

Mate

day

0.150

151.44

22.72

L-12

Blacksmith

day

0.250

264.50

66.13

L-02

Mazdoor for dismantling, loading and unloading

day

3.500

136.69

478.42

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


64.35 70.79


778.67


622.94 say

2.4

212.00

Cement Concrete Grade M-15 & M-20

II

By Mechanical Means for items No. 202( b)& ( c)

A

Cement Concrete Grade M-15 & M-20 a)

623.00

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor for loading and unloading

day

0.250

136.69

34.17

L-13

Page 3 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor with Pneumatic breaker b)

Quantity

Rate Rs

Cost Rs

day

0.250

230.00

57.50

L-14

hour

0.670

319.00

213.73

P&M-001

hour

0.270

282.50

76.28

P&M-053

Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.5 cum per hour Tractor-trolley

c)


d)


38.47 42.32


465.49


372.40 say

2.4 II

B

Mate

day

0.050

151.44

7.57

L-12

Mazdoor with Pneumatic breaker

day

0.660

230.00

151.80

L-14

Blacksmith

day

0.250

264.50

66.13

L-02

Mazdoor for loading and unloading

day

0.250

136.69

34.17

L-13

hour

1.000

319.00

319.00

P&M-001

hour

0.270

282.50

76.28

P&M-053

Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.00 cum per hour Tractor-trolley

c)


d)


65.49 72.04


792.48


633.99 say

(ii)

Dismantling Brick / Tile work

A

In lime mortar a)

b)

Mate

day

0.020

151.44

3.03

L-12


day

0.500

136.69

68.35

L-13

hour

0.270

282.50

76.28

P&M-053

Machinery

c)


d)


14.76 16.24


178.66


142.92 say

B

b)

Labour Mate

day

0.030

151.44

4.54

L-12


day

0.750

136.69

102.52

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


18.33 20.17


221.84


177.47 say

C

143.00

In cement mortar a)

2.4 (ii)

634.00

Labour

Tractor-trolley

2.4 (ii)

372.00

Prestressed / reinforced cement concrete grade M-20 & above a) Labour

b)

2.4

Remarks/ Input ref.

177.00

In mud mortar a)

b)

Labour Mate

day

0.016

151.44

2.42

L-12


day

0.400

136.69

54.68

L-13

hour

0.270

282.50

76.28

P&M-053


c)


13.34

d)


14.67

Page 4 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs


161.38


129.11 say

2.4 (ii)

D

b)

Labour Mate

day

0.014

151.44

2.12

L-12

Mazdoor for Dismantling, loading and unloading

day

0.350

136.69

47.84

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


12.62 13.89


152.75


122.20 say

(iii) A

Rubble stone masonry in lime mortar

b)

Labour Mate

day

0.024

151.44

3.63

L-12

Mazdoor for dismantling, loading and unloading.

day

0.600

136.69

82.01

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


16.19 17.81


195.93


156.74 say

B

b)

Labour Mate

day

0.030

151.44

4.54

L-12


day

0.750

136.69

102.52

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


18.33 20.17


221.84


177.47 say

C

b)

Labour Mate

day

0.020

151.44

3.03

L-12


day

0.500

136.69

68.35

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


14.76 16.24


178.66

Rate per cum = (a+b+c+d)/ 1.25 D

177.00

Rubble Stone Masonry in mud mortar. a)

2.4 (iii)

157.00

Rubble stone masonry in cement mortar. a)

2.4 (iii)

122.00

Dismantling Stone Masonry a)

2.4 (iii)

129.00

Dry brick pitching or brick soling a)

2.4

Remarks/ Input ref.

142.92 say

143.00

Dry rubble masonry a)

b)

Labour Mate

day

0.018

151.44

2.73

L-12


day

0.450

136.69

61.51

L-13

hour

0.270

282.50

76.28

P&M-053


c)


14.05

d)


15.46

Page 5 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs


170.02


136.02 say

2.4 (iii)

E

b)

Labour Mate

day

0.016

151.44

2.42

L-12


day

0.400

136.69

54.68

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


13.34 14.67


161.38


129.11 say

F

b)

Labour Mate

day

0.020

151.44

3.03

L-12


day

0.500

136.69

68.35

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


14.76 16.24


178.66


142.92 say

(iv)

Mate

day

0.060

151.44

9.09

L-12

Carpenter

day

0.500

264.50

132.25

L-04


day

1.000

136.69

136.69

L-13

hour

0.270

282.50

76.28

P&M-053


c)


d)


35.43 38.97


428.70


342.96 say

(v)

143.00

Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level a) Labour

b)

2.4

129.00

Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. a)

2.4

136.00

Dismantling stone pitching/ dry stone spalls. a)

2.4 (iii)

Remarks/ Input ref.

343.00

Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Unit = tonne Taking output = 1 tonne

A

Including dismembering a)

Labour Mate

day

0.140

151.44

21.20

L-12

Blacksmith

day

1.000

264.50

264.50

L-02


day

2.500

136.69

341.73

L-13

Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley

15.69

hour

c)


d)


0.170

282.50

69.11 76.03

Rate per tonne = a+b+c+d

836.28 say

2.4 (v)

B

48.03

Excluding dismembering. Page 6 of 264

836.00

P&M-053

Sr No

Ref. to MoRTH Spec.

Description a)

Unit

Quantity

Rate Rs

Cost Rs

Labour Mate

day

0.220

151.44

33.32

L-12


day

2.000

136.69

273.38

L-13

Blacksmith

day

0.500

264.50

132.25

L-02

Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley

10.97

hour

c)


d)


0.170

282.50

P&M-053

54.77 602.51 say

C

48.03 49.79

Rate per tonne = a+b+c+d 2.4 (v)

Remarks/ Input ref.

603.00

Extra over item No( v ) A and( v ) B for cutting rivets. Unit = each Taking output = 10 rivets a)

Labour Mate

day

0.010

151.44

1.51

L-12

Blacksmith

day

0.130

264.50

34.39

L-02

Mazdoor

day

0.130

136.69

17.77

L-13

b)


5.37

c)


5.90

Cost for 10 rivets = a+b+c

64.94

Rate for each rivet = ( a+b+c)/10

6.49 say

2.4

(vi)

6.00

Scraping of Bricks Dismantled from Brick Work including Stacking. Unit = numbers Taking output = 1000 numbers

A

In lime/Cement mortar a)

Labour Mate

day

0.140

151.44

21.20

L-12

Mazdoor

day

3.500

136.69

478.42

L-13

b)


49.96

c)


54.96

Rate per1000 Nos = a+b+c

604.54 say

2.4 (iv)

B

a)

Labour Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

1.250

136.69

170.86

L-13

b)


17.84

c)


19.63

Rate per1000 Nos = a+b+c

215.91 say

2.4

(vii)

605.00

In mud mortar

216.00

Scraping of Stone from Dismantled Stone Masonry Unit = cum Taking output = 1 cum

A

In cement and lime mortar a)

Labour Mate

day

0.060

151.44

9.09

L-12

Mazdoor

day

1.400

136.69

191.37

L-13

b)


20.05

c)


22.05

Rate per cum = a+b+c

242.55 say

2.4 (vii)

B

In Mud mortar

Page 7 of 264

243.00

Sr No

Ref. to MoRTH Spec.

Description a)

Unit

Quantity

Rate Rs

Cost Rs

Labour Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.300

136.69

41.01

L-13

b)


4.25

c)


4.68

Rate per cum = a+b+c

51.45 say

2.4

(viii)

Remarks/ Input ref.

51.00

Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry Unit = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.160

151.44

24.23

L-12

Mazdoor for scarping and loading

day

4.000

136.69

546.76

L-13

hour

0.320

282.50

90.40

P&M-053


c)


d)


66.14 72.75

Cost for 100 sqm = a+b+c+d

800.28

Rate per sqm = (a+b+c+d)/100

8.00 say

2.4

(ix)

8.00

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Unit = metre Taking output = 1 metre

A

Up to 600 mm dia a)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.520

136.69

71.08

L-13

b)


7.41

c)


8.15

Rate per metre = a+b+c

89.67 say

2.4 (ix)

B

a)

Labour Mate

day

0.030

151.44

4.54

L-12

Mazdoor

day

0.700

136.69

95.68

L-13

b)


10.02

c)


11.02


121.27 say

2.4 (ix)

C

Labour Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

1.200

136.69

164.03

L-13

b)


c)


17.16 18.88


207.64 say

2.5

202

121.00

Above 900 mm a)

Note

90.00

Above 600 mm to 900 mm dia

1. The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately. 2. Credit for retrieved stone from masonry work may be taken as per actual availability. Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Page 8 of 264

208.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Unit = cum Taking output = 1 cum I

By Manual Means

A

Bituminous courses a)

b)

Labour Mate

day

0.060

151.44

9.09

L-12


day

1.500

136.69

205.04

L-13

hour

0.380

282.50

107.35

P&M-053


c)


d)


32.15 35.36


388.98 say

2.5 I

B

a)

b)

Labour Mate

day

0.040

151.44

6.06

L-12


day

1.000

136.69

136.69

L-13

hour

0.330

282.50

93.23

P&M-053


c)


d)


23.60 25.96


285.53 say

2.5

II

By Mechanical Means

A

Bituminous course a)

b)

Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.300

136.69

41.01

L-13

Tractor-trolley

hour

0.380

282.50

107.35

P&M-053

Farm tractor with ripper @ 60 cum per hour

hour

0.017

282.50

4.80

P&M-055

Machinery

c)


d)


15.47 17.01 187.16 say

202

286.00

Labour

Rate per cum = a+b+c+d 2.6

389.00

Granular courses

187.00

Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Unit = cum Taking output = 1 cum a)

b)

Labour Mate

day

0.030

151.44

4.54

L-12

Semi skilled mazdoor for operating pneumatic tools

day

0.500

230.00

115.00

L-14

Mazdoors as helpers including loading and unloading

day

0.500

136.69

68.35

L-13

Air compressor 250 cfm with two leads for pneumatic cutters/ hammers @ 1 cum per hour Tractor-trolley

hour

1.000

319.00

319.00

P&M-001

hour

0.400

282.50

113.00

P&M-053

Joint Cutting Machine with 2-3 blades

hour

1.000

200.00

200.00

P&M-083

Machinery

c)


d)


81.99 90.19


992.06 say Page 9 of 264

992.00

Sr No

Ref. to MoRTH Spec.

Description Note

2.7

202

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

The above analysis is for removal of complete pavement. In case full depth repair work is required to be done after dismantling, provision of a concrete cutting and sawing machine may be added for 0.25 hours. Dismantling of Guard Rails Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately. Unit = running metre Taking output = 1 metre a)

b)

Labour Mate

day

0.006

151.44

0.91

L-12

Mazdoor including loading and unloading

day

0.150

136.69

20.50

L-13

hour

0.050

282.50

14.13

P&M-053


c)


d)


3.55 3.91

Rate per metre = a+b+c+d

43.00 say

2.8

202

43.00

Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)

b)

Labour Mate

day

0.010

151.44

1.51

L-12


day

0.150

136.69

20.50

L-13

hour

0.200

282.50

56.50

P&M-053


c)


d)


7.85 8.64

Cost for 10 m = a+b+c+d

95.01

Rate per metre = (a+b+c+d)/10

9.50 say

2.9

202

10.00

Dismantling of Kerb Stone Channel Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)

b)

Labour Mate

day

0.015

151.44

2.27

L-12


day

0.225

136.69

30.76

L-13

hour

0.300

282.50

84.75

P&M-053


c)


d)


11.78 12.96


142.51


14.25 say

2.10

202

Dismantling of Kilometre Stone Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit. Unit = Each Taking output = one KM stone

A

5th KM stone

Page 10 of 264

14.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Quantity of cement concrete = 0.392 cum a)

b)

Labour Mate

day

0.130

151.44

19.69

L-12

Mazdoor

day

0.750

136.69

102.52

L-13

hour

0.150

282.50

42.38

P&M-053


c)


d)


16.46 18.10

Rate for one 5th KM stone = a+b+c+d

199.14 say

B

199.00

Ordinary KM Stone Quantity of cement concrete = 0.269 cum a)

b)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.500

136.69

68.35

L-13

hour

0.100

282.50

28.25

P&M-053


c)


d)


9.96 10.96

Rate for one ordinary KM stone = a+b+c+d

120.54 say

C

121.00

Hectometre Stone Quantity of cement concrete = 0.048 cum a)

b)

Labour Mate

day

0.004

151.44

0.61

L-12

Mazdoor

day

0.100

136.69

13.67

L-13

hour

0.020

282.50

5.65

P&M-053


c)


1.99

d)


2.19

Rate for one Hectometre stone = a+b+c+d

24.11 say

2.11

202

24.00

Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. Unit = running metre Taking output = 30 metres a)

b)

Labour Mate

day

0.150

151.44

22.72

L-12


day

3.000

136.69

410.07

L-13

Blacksmith

day

0.750

264.50

198.38

L-02

hour

0.150

282.50

42.38

P&M-053


c)


d)


67.35 74.09

Cost for 30 metres = a+b+c+d

814.98


27.17 say

2.12

202

Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department

Page 11 of 264

27.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Unit = running metre Taking output = 10 metres a)

b)

Labour Mate

day

0.090

151.44

13.63

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Plumber

day

0.250

264.50

66.13

L-02

Truck 10 tonne capacity

hour

0.250

315.27

78.82

P&M-057

Light Crane 3 tonne capacity

hour

0.500

357.00

178.50

P&M-013

Machinery

c)


d)


61.05 67.15


738.65


73.86 say

Note

2.13

202

74.00

The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Cement Concrete Pipe of Sewer Gutter Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. Unit = running metre Taking output = 10 metres a)

b)

Labour Mate

day

0.100

151.44

15.14

L-12

Mazdoor

day

2.500

136.69

341.73

L-13


hour

0.300

116.53

34.96

P&M-070

Truck flat body 10 tonne

hour

1.000

315.27

315.27

P&M-057

Machinery

c)


d)


70.71 77.78


855.59


85.56 say

Note

2.14

202

86.00

The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Telephone / Electric Poles and Lines Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately Unit = each Taking output = 30 Nos a)

b)

Labour Mate

day

0.480

151.44

72.69

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

Electrician/Lineman

day

2.000

264.50

529.00

L-02

hour

1.500

282.50

423.75

P&M-053


c)


d)


Cost for 30 poles = a+b+c+d

239.23 263.16 2894.73

Rate per pole = (a+b+c+d)/30

96.49

Add 5% Premium

4.82

Page 12 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Total =

101.32 say

Page 13 of 264

101.00

Remarks/ Input ref.

CHAPTER - 3 EARTH WORK, EROSION CONTROL AND DRAINAGE Sr No

Ref. to MoRTH Spec.

3.1

301

Description

Unit

Note

301

Remarks/ Input ref.

day day

1.800 45.000

151.44 136.69

272.59 6151.05

L-12 L-13

hour

10.000

315.27

P&M-057

say

3152.70 957.63 1053.40 11587.37 96.56 97.00

Excavation in Ordinary Rock by Manual Means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres

Note

301

Cost Rs

In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted.

Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120

3.3

Rate Rs

Excavation in Soil by Manual Means . Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost of 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120

3.2

Quantity

day day

2.800 70.000

151.44 136.69

424.03 9568.30

L-12 L-13

hour

10.000

315.27

P&M-057

say

3152.70 1314.50 1445.95 15905.49 132.55 133.00

In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted. Excavation in Soil with Dozer with lead upto 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 30 cum per hour c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180

day day

0.080 2.000

151.44 136.69

12.12 273.38

hour

6.000

3720.00

22320.00 2260.55 2486.60 27352.65 151.96 152.00

say

Page 1 of 264

L-12 L-13 P&M-014

Sr No

Ref. to MoRTH Spec.

3.4

301

Description

Unit

Quantity

Rate Rs

Cost Rs

Excavation in Ordinary Rock with Dozer with lead upto 100 metres Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. Unit = cum Taking output = 108 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 20 cum per hour c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 108 cum = a+b+c+d Rate per cum = (a+b+c+d)/108

day day

0.120 3.000

151.44 136.69

18.17 410.07

hour

6.000

3720.00

22320.00 2274.82 2502.31 27525.37 254.86 255.00

say 3.5

Remarks/ Input ref.

L-12 L-13 P&M-014

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 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 metres

301

Unit = cum Taking 0utput = 180 cum a)

b)

c)

Labour Mate

day

0.220

151.44

33.32

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Driller

day

2.000

264.50

529.00

L-06

Blaster

day

0.250

264.50

66.13

L-03

Dozer, 80 HP @ 30 cum per hour

hour

6.000

3720.00

22320.00

P&M-014

Air compressor, 250 cfm with 2 jack hammer

hour

6.000

319.00

1914.00

P&M-001

Front end loader 1 cum bucket capacity

hour

6.000

806.00

4836.00

P&M-017

Tipper10 tonne capacity

hour

11.250

339.00

3813.75

P&M-048

9198.00

M-104

Machinery

Materials Gelatin 80 per cent

d)

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 Overhead charges @ 0.1 on (a+b+c)

e)


kg

63.000

146.00

each

252.000

14.56

cum

90.000

(37.00)

(3330.00) 4345.94 4780.53


52585.85

Rate per cum = (a+b+c+d+e)/180

292.14 say

Note

3669.12 M-094 /100

1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced/restricted to that extent.

Page 2 of 264

292.00

M-089

Sr No

Ref. to MoRTH Spec.

3.6

301

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

hour

6.000

1302.00

7812.00

P&M-026

hour

16.000

339.00

5424.00

P&M-048

Machinery Hydraulic excavator 0.9 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.

c)


d)


1352.15 1487.36

Cost for 360 cum = a+b+c+d

16361.01

Rate per cum = (a+b+c+d)/360

45.45 say

3.7

45.00

Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with Disposal upto 1000 metres.

301

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Unit = cum Taking output = 240 cum a)

b)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

hour

6.000

1302.00

7812.00

P&M-026

hour

11.000

339.00

3729.00

P&M-048

Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 36 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.

c)


d)


1182.65 1300.91


14310.06


59.63 say

3.8

301

60.00

Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. A

Mechanised Unit = cum Taking output = 36 cum a)

Labour Mate

day

0.400

151.44

60.58

L-12

Mazdoor for trimming slopes including mannul loading in truck Machinery

day

10.000

136.69

1366.90

L-13

Hydraulic excavator with rock breaker attachment @ 6 cum per hour Tipper 5.5 cum capacity, 1 trip per hour.

hour

6.000

1302.00

7812.00

P&M-026

hour

6.500

339.00

2203.50

P&M-048

cum

18.000

(37.00)

(666.00)

M-089

c)

Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity Overhead charges @ 0.1 on (a+b)

d)


b)

1077.70 1185.47


13040.14


362.23 say

Note

1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent. 3.Being small quantity, manual loading will be economical in this case and has been provided accordingly.

Page 3 of 264

362.00

Sr No

Ref. to MoRTH Spec.

3.8

Description B

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Manual Method Unit = cum Taking output = 16 cum a)

Labour Mate

day

1.640

151.44

248.36

L-12

Mazdoor including loading in truck

day

16.000

136.69

2187.04

L-13

Chiseller

day

24.000

264.50

6348.00

L-05

Blacksmith

day

1.000

264.50

264.50

L-02

Tipper 5.5 cum capacity, 1 trip per hour.

hour

2.900

339.00

983.10

P&M-048

cum

8.000

(37.00)

(296.00)

M-089

c)

Credit for excavated rock found suitable for use @ 50 per cent of excavated Overhead charges @ 0.1 on (a+b)

d)


b)

Machinery

973.50 1070.85


11779.35


736.21 say

Note

736.00

1. Credit is considered for 50 per cent of quantity of work. 2. Loading for disposal will be done manually, being small quantity. 3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the contractor.

3.9

301

Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres Excavation for roadway in hard rock with controlled 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 metres Unit = cum Taking output = 180 cum a)

b)

c)

Labour Mate

day

0.220

151.44

33.32

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Driller

day

2.000

264.50

529.00

L-06

Blaster

day

0.500

264.50

132.25

L-03

Dozer 80 HP @ 30 cum per hour

hour

6.000

3720.00

22320.00

P&M-014

Air compressor, 250 cfm with 2 jack hammers

hour

6.000

319.00

1914.00

P&M-001


hour

6.000

806.00

4836.00

P&M-017

Tipper 5.5 cum capacity, 4 trips per hour.

hour

8.200

339.00

2779.80

P&M-048

9198.00

M-104

Machinery

Materials Gelatin 80 per cent Electric Detonators @ 1 detonator for1/2 gelatin stick of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted Add 5 per cent of cost of a+b+c towards muffling arrangements to guard against any rock fly off during blasting

d)


e)


kg

63.000

146.00

each

1008.000

14.56

cum

90.000

(37.00)

6197.44 68171.84 378.73 say

301

M-089

5634.04


3.10

(3330.00) 2841.45


Note

14676.48 M-094 /100

379.00

1. Credit is considered for 50 per cent of quantity of blastered rock, if found suitable for construction.. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced to that extent. Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections. Unit = cum Taking output = 300 cum a)

b)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

hour

6.000

1302.00

7812.00

P&M-026

hour

13.640

339.00

4623.96

P&M-048


c)


d)


1272.15 1399.36


15392.96


51.31 say Page 4 of 264

51.00

Sr No

Ref. to MoRTH Spec.

3.11

301

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Excavator0.90 cum bucket capacity @ 60 cum per hour

hour

6.000

1302.00

7812.00

P&M-026

Tipper 5.5 cum capacity, 4 trips per hour.

hour

16.360

339.00

5546.04

P&M-048

Machinery

c)


d)


1364.35 1500.79


16508.68


45.86 say

Note

3.12

303

46.00

This item does not include replacement of unsuitable soil by suitable soil. Replacement, where required, is to be provided and paid separately under clause 305. Presplitting of Rock Excavation Slopes Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303 Unit = sqm Taking output = 400 sqm( 120 cum considering 300mm average depth of excavation over the existing rock face) a)

b)

c)

Labour Mate

day

0.600

151.44

90.86

L-12

Mazdoor

day

15.000

136.69

2050.35

L-13

Air compressor 250 cfm with 2 leads @ 20 cum per hour Dozer, 80 HP

hour

6.000

319.00

1914.00

P&M-001

hour

6.000

3720.00

22320.00

P&M-014


hour

6.000

806.00

4836.00

P&M-017

kg

42.000

146.00

6132.00

M-104

each

672.000

14.56

Machinery

Materials Gelatin 80 per cent

d)

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each Overhead charges @ 0.1 on (a+b+c)

e)


4712.75 5184.03

Cost for 400 sqm = a+b+c+d+e

57024.32

Rate per sqm = (a+b+c+d+e)/400

142.56 say

Note

3.13

304

9784.32 M-094 /100

143.00

In case blasted rock is used to the contractor against payment for constructed work, the cost of carriage shall be reduced to that extent. Excavation for Structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

(i)

Ordinary soil Unit = cum Taking output = 10 cum

A

Manual Means (Depth upto 3 m) a)

Labour Mate

day

0.320

151.44

48.46

L-12

Mazdoor

day

8.000

136.69

1093.52

L-13

b)


114.20

c)


125.62

Cost for 10 cum = a+b+c

1381.80

Rate per cum = (a+b+c)/10 Note

3.13 (i)

B

138.18 say

138.00

151.44

48.46

Cost of dewatering may be added where required upto 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions.. Mechanical Means (Depth upto 3 m) Unit = cum Taking output = 300 cum a)

Labour Mate

day Page 5 of 264

0.320

L-12

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor b)

Quantity

Rate Rs

Cost Rs

day

8.000

136.69

1093.52

L-13

hour

6.000

1302.00

7812.00

P&M-026

Machinery Hydraulic excavator 1.0 cum bucket capacity

c)


d)


895.40 984.94


10834.32


36.11 say

Note

3.13

Remarks/ Input ref.

36.00

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..

(ii)

Ordinary Rock (not requiring blasting)

A

Manual Means (Depth upto 3 m) Unit = cum Taking output = 10 cum a)

Labour Mate

day

0.400

151.44

60.58

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

b)


142.75

c)


157.02


1727.25

Rate per cum = (a+b+c)/10

172.72 say

Note

3.13 (ii)

B

173.00

Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. Mechanical Means Unit = cum Taking output = 216 cum a)

b)

Labour Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

hour

6.000

1302.00

7812.00

P&M-026


c)


d)


866.85 953.53


10488.87


48.56 say

Note

3.13

(iii) A

49.00

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. Hard Rock ( requiring blasting ) Manual Means Unit = cum Taking output = 10 cum a)

Labour i) Mate

day

0.530

151.44

80.26

L-12

ii) Driller

day

0.840

264.50

222.18

L-06

iii) Blaster

day

0.400

264.50

105.80

L-03

iv) Mazdoor

day

12.000

136.69

1640.28

L-13

hour

0.667

319.00

212.67

P&M-001

kg

3.500

146.00

511.00

M-104

each

14.000

14.56

b)

Machinery

c)

Air Compressor 250 cfm with 2 jack hammer @ 15 cum per hour Material Blasting Material Detonator electric

d)


e)


297.60 327.36


3601.00


360.10 say

Note

3.13

(iv)

203.84 M-094 /100

360.00

Cost of dewatering @ 10 per cent of labour cost may be added, where required Assessment for dewatering shall be made as per site conditions. Hard Rock ( blasting prohibited ) Unit = cum Taking output = 10 cum

A

Mechanical Means a)

b)

Labour Mate

day

0.200

151.44

30.29

L-12

Mazdoor

day

5.000

136.69

683.45

L-13

hour

10.000

319.00

3190.00

P&M-001

Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1 cum per hour Page 6 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

c)


d)


Quantity

Rate Rs

Cost Rs 390.37 429.41


4723.52


472.35 say

Note

3.13

(v)

Remarks/ Input ref.

472.00

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 beyond 3 m is not dug and hence not included. Marshy soil Unit = cum Taking output = 10 cum

A

Manual means ( upto 3 m depth) a)

b)

Labour Mate/Supervisor

day

0.400

151.44

60.58

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

hour

2.670

282.50

754.28

P&M-053

cum

5.000

43.00

215.00

M-163


c)

Material Selected earth for refilling

d)


e)


239.68 263.64


2900.07

Rate per cum = ( a+b+c+d+e)/ 10

290.01 say

Note

290.00

1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions. 2. Shoring & strutting 20 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil

3.13 (v)

B

Mechanical Means a)

b)

Labour i) Mate

day

0.080

151.44

12.12

L-12

ii) Mazdoor for dressing sides, bottom and backfilling

day

2.000

136.69

273.38

L-13

hour

0.170

1302.00

221.34

P&M-026

hour

0.450

339.00

152.55

P&M-048

cum

5.000

43.00

215.00

M-163


c)

Material Selected earth for refilling

d)


e)


87.44 96.18


1058.01


105.80 say

Note

3.14

106.00

1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

305.4.3

Unit = sqm Taking output = 100 sqm a)

b)

Labour Mate

day

0.200

151.44

30.29

L-12


day

5.000

136.69

683.45

L-13

hour

1.670

282.50

471.78

P&M-053


d)


e)


118.55 130.41


1434.47


14.34 say

Note 3.15

305.4.3

In case material is to be reused at site, transportation cost catered above for disposal shall be deleted. Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. Unit = sqm Page 7 of 264

14.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Taking output = 100 sqm a)

b)

Labour Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.250

136.69

34.17

L-13

Tractor with ripper attachment @ 60 cum per hour

hour

0.080

282.50

22.60

P&M-055

Front end loader 1 cum bucket capacity @ 25 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.

hour

0.200

806.00

161.20

P&M-017

hour

0.230

339.00

77.97

P&M-048

Machinery

c)


d)


29.75 32.72


359.92


3.60 say

3.16

4.00

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.

305

Unit = cum Taking output = 100 cum a)

b)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor

day

1.000

136.69

136.69

L-13

hour

1.670

1302.00

2174.34

P&M-026

tonne.km

160 x L

2.46

7864.80

Lead =20 km & P&M058

Machinery Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity

c)

Add 10 per cent of cost of carriage to cover cost of loading and unloading Dozer 80 HP for spreading @ 200 cum per hour

786.48 hour

0.500

3720.00

1860.00

P&M-014

Motor grader for grading @ 100 cum per hour

hour

1.000

2395.00

2395.00

P&M-032

Water tanker6 KL capacity

hour

4.000

200.00

800.00

P&M-060

Vibratory roller 8 -10 tonnes @ 100 cum per hour

hour

1.000

1541.00

1541.00

P&M-059

KL

24.000

10.00

240.00

M-189

cum

100.000

28.00

2800.00

M-092

Material Cost of water Compensation for earth taken from private land

d)


e)


2060.44 2266.48


24931.28


249.31 say

Note

3.17

305

249.00

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 estimate. 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. Unit = cum Taking output = 100 cum a)

b)

c)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.500

136.69

68.35

L-13

Dozer 80 HP for spreading @ 200 cum per hour

hour

0.500

3720.00

1860.00

P&M-014


hour

1.000

2395.00

2395.00

P&M-032


hour

4.000

200.00

800.00

P&M-060

Vibratory roller 8-10 tonnes @ 100 cum per hour

hour

1.000

1541.00

1541.00

P&M-059

KL

24.000

10.00

240.00

M-189

Machinery

Material Cost of water

d)


e)


690.74 759.81

Rate for 100 cum = a+b+c+d+e

8357.92


83.58 say

Note

3.18

305

In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be provided. Construction of Subgrade and Earthen Shoulders

Page 8 of 264

84.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

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. 3002 Unit = cum Taking output = 100 cum a)

b)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor

day

1.000

136.69

136.69

L-13

hour

1.670

1302.00

2174.34

P&M-026

tonne.km

175xL

2.46

8602.13


Add 10 per cent of cost of carriage to cover cost of loading and unloading Dozer 80 HP for spreading @ 200 cum per hour

hour

0.500

3720.00

1860.00

P&M-014


hour

2.000

2395.00

4790.00

P&M-032

Water tanker with 6 km lead

hour

4.000

200.00

800.00

P&M-060

Vibratory roller 8-10 tonnes @ 80 cum per hour

hour

1.250

1541.00

1926.25

P&M-059

KL

24.000

10.00

240.00

M-189

cum

100.000

28.00

2800.00

M-092

Machinery Hydraulic excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity

c)

860.21

Material Cost of water Compensation for earth taken from private land

d)


e)


2419.57 2661.52


29276.77


292.77 say

3.19

305.3.4

293.00

Compacting Original Ground Case-I Compacting original ground supporting sub-grade 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. Unit = cum Taking output = 600 cum a)

b)

c)

Labour Mate

day

0.120

151.44

18.17

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Tractor with ripper attachment

hour

9.000

282.50

2542.50

P&M-055

Motor grader for grading

hour

6.000

2395.00

14370.00

P&M-032

Water tanker 6 KL capacity

hour

4.000

200.00

800.00

P&M-060

Vibratory roller 8-10 tonne @ 80 cum/hour

hour

7.500

1541.00

11557.50

P&M-059

KL

24.000

10.00

Machinery


d)


e)


M-189

3293.21


36225.27


60.38 say

3.19

240.00 2993.82

60.00

Case-II :Compacting original ground supporting embankment 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. Unit = cum Taking output = 600 cum a)

b)

c)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Tractor with ripper attachment

hour

6.000

282.50

1695.00

P&M-055

Vibratory road roller 8-10 tonne capacity

hour

7.500

1541.00

11557.50

P&M-059


hour

4.000

200.00

800.00

P&M-060

KL

24.000

10.00

240.00

M-189

Machinery


d)


e)


1457.80 1603.58

Cost for 600 cum = (a+b+c+d+e)

17639.37


29.40 say

3.20

305

Stripping and Storing Top Soil

Page 9 of 264

29.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth. Unit = cum Taking output = 10 cum a)

b)

Labour Mate

day

0.200

151.44

30.29

L-12

Mazdoor

day

5.000

136.69

683.45

L-13

hour

0.100

3720.00

372.00

P&M-014

Machinery Dozer 80 HP @ 100 cum per hour

c)


d)


108.57 119.43

Cost for 10 cum = (a+b+c+d)

1313.74


131.37 say

131.00

Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields. Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.

3.21


b)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

hour

6.000

3720.00

22320.00

Machinery Dozer, 80 HP

c)


d)


2486.60

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

27352.65


91.18 say

3.22

307

P&M-014

2260.55

91.00

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering. Unit = sqm Taking output = 100 sqm a)

b)

c)

Labour Mate

day

0.120

151.44

18.17

L-12

Mazdoor for preparation of ground and fetching of sods

day

3.000

136.69

410.07

L-13

Water tanker including watering for 3 months

hour

2.000

200.00

400.00

P&M-060

Tractor-trolley

hour

1.000

282.50

282.50

P&M-053

cum

0.180

364.00

65.52

M-167

KL

12.000

10.00

120.00

M-189

Machinery

Material Farm yard manure @ 0.18 cum per 100 sqm at site of work Cost of water

d)


e)


129.63 142.59


1568.48

Rate per 100 sqm = (a+b+c+d+e)/100

15.68 say

3.23

308

16.00

Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308. Unit = sqm Taking output = 240 sqm a)

b)

Labour Mate

day

0.400

151.44

60.58

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

hour

14.000

200.00

2800.00

P&M-060

hour

2.400

282.50

678.00

P&M-053

Machinery Water tanker 6 KL capacity including watering for 3 months Tractor-trolley

c)

Material Seeds

kg

3.600

243.00

874.80

M-162

Sludge/Farm yard manure @ 0.18 cum per 100 sqm

cum

0.430

364.00

156.52

M-167

Bitumen Emulsion

litre

55.200

49.92

2755.31

M-077

Jute netting, open weave, 2.5 cm square opening

sqm

264.000

61.00

16104.00

M-121

KL

84.000

10.00

840.00

M-189

Cost of water for 3 months Page 10 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

d)


e)


Quantity

Rate Rs

Cost Rs 2563.61 2819.97


31019.69


129.25 say

3.24

309

Remarks/ Input ref.

129.00

Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) Unit = metre Taking output = 10 metres A

Mechanical means a)

Labour Mate

day

0.010

151.44

1.51

L-12

Mazdoor for dressing of bed and side of drain

day

0.250

136.69

34.17

L-13

hour

0.330

1302.00

429.66

P&M-026

b)

Machinery

c)

Hydraulic Excavator 0.3 cum bucket capacity @ 30 metres per hour Overhead charges @ 0.1 on (a+b)

d)


46.53 51.19


563.07


56.31 say

3.24

B

a)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

b)


28.55

c)


31.40

Cost for 10 metres = a+b+c

345.45

Rate per metre = (a+b+c)/10

34.54 say

Note

3.25

309

56.00

Manual Means

35.00

Where lining of drain is provided, quantity shall be worked out based on approved design and drawing and priced on rate of cement concrete of approved grade or stone/brick masonry as the case may be. Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site. Unit = metre Taking output = 10 metres

A

Mechanical Means a)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor for dressing of bed and side of drain

day

0.500

136.69

68.35

L-13

hour

0.670

1302.00

872.34

P&M-026

b)

Machinery

c)

Hydraulic Excavator 0.3 cum bucket capacity @ 15 metres per hour Overhead charges @ 0.1 on (a+b)

d)


94.37 103.81


1141.89


114.19 say

3.25

B

a)

Labour Mate

day

0.120

151.44

18.17

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

b)


42.82

c)


47.11

Cost for 10 metres = a+b+c

518.17

Rate per metre = (a+b+c)/10

51.82 say

3.26

3.27

114.00

Manual Means

309

Surface Drains in Hard Rock

309

Rate per metre may be worked out based on quantity of hard rock as per design. For rate of hard rock cutting, refer relevant item in this chapter Sub-Surface Drains with Perforated Pipe

Page 11 of 264

52.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site. Unit = metre Taking output = 10 metres a)

c)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor for excavation and back filling

day

2.000

136.69

273.38

L-13

metre

10.000

243.00

2430.00

M-135

cum

2.400

894.00

2145.60

M-012

Material Perforated pipe of cement concrete, internal dia 100 mm Crushed stone as per table 300-3

d)


e)


485.50 534.05

Cost for 10 metres = a+b+c+d+e

5874.60

Rate per metre = (a+b+c+d+e)/10

587.46 say

Note 3.28

309

587.00

Type of pipe may be modified depending upon provision in design. Aggregate Sub-Surface Drains Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway. Unit = metre Taking output = 10 metres a)

b)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor for excavation and back filling with aggregates

day

1.500

136.69

205.04

L-13

cum

1.350

894.00

1206.90

M-012

Material Crushed stone as per table 300-3

c)


d)


141.50 155.65


1712.11


171.21 say

3.29

309

171.00

Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. Unit = Running metre Taking output = one metre a) Earthwork in soil

cum

1.500

36.00

b) RCC work M-20

cum

0.495

4650.00

Rate per metre = (a+b) 3.30

310

Rates for these items may be taken from chapters on earth work and substructures respectively. Preparation and Surface Treatment of Formation.

say

Item No. 3.13 2301.75 Item 12.8 (C) RCC 2355.75 54.00

2356.00

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310. Unit = sqm Taking output = 3500sqm a)

b)

c)

Labour Mate

day

0.280

151.44

42.40

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Mazdoor skilled

day

1.000

164.69

164.69

L-15

Smooth 3 wheeled steel roller 8-10 tonnes

hour

3.000

460.00

1380.00

P&M-044

Water tanker 6 KL, one trip per hour

hour

3.000

200.00

600.00

P&M-060

KL

18.000

10.00

180.00

M-189

Machinery


d)


e)


318.72 350.60


3856.55


1.10 say

3.31

313

Construction of Rock fill Embankment

Page 12 of 264

1.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313. Unit = cum Taking output = 100 cum a)

b)

c)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor

day

1.500

136.69

205.04

L-13

Dozer 80 HP for spreading @ 200 cum per hour

hour

0.500

3720.00

1860.00

P&M-014

Vibratory road roller 8-10 tonnes @ 100 cum per hour

hour

1.000

1541.00

1541.00

P&M-059

Water tanker 6 KL, one trip per hour

hour

2.000

200.00

400.00

P&M-060

KL

12.000

10.00

120.00

M-189

Machinery


d)


e)


413.21 454.53


4999.83


50.00 say

Note

50.00

It is assumed that rock is available locally at site from roadway cutting. In case, portion of the rock requires breaking to acceptable size of 300 mm, breaking charges will have to be added. EARTH WORK ON HILL ROAD

3.32

301

Excavation in Hill Area in Soil by Mechanical Means Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. Unit = cum Taking output = 260 cum a)

b)

Labour Mate

day

0.240

151.44

36.35

L-12

Mazdoor for trimming slopes and helping in excavation etc. Machinery

day

6.000

136.69

820.14

L-13

Dozer 80 HP (D-80 A 12)@ 43.28 cum per hour

hour

6.000

3720.00

22320.00

P&M-014

Front end loader

hour

6.000

806.00

4836.00

P&M-017

Tipper 5.5cum capacity, 4 trips per hour.

hour

12.000

339.00

4068.00

P&M-048

c)


d)


3208.05 3528.85


38817.39


149.30 say

Note

3.33

149.00

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side. Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.

301


b)

Labour Mate

day

0.320

151.44

48.46

L-12

Mazdoor

day

8.000

136.69

1093.52

L-13


hour

6.000

3720.00

22320.00

P&M-014

Front end loader

hour

7.000

806.00

5642.00

P&M-017


hour

7.000

339.00

2373.00

P&M-048

Machinery

c)


d)


3147.70 3462.47


38087.15


224.04 say

Note

3.34

301

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. Excavation in Hilly Areas in Hard Rock Requiring Blasting

Page 13 of 264

224.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres. Unit = cum Taking output = 170 cum a)

b)

c)

Labour Mate

day

0.490

151.44

74.21

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

Driller

day

2.000

264.50

529.00

L-06

Blaster

day

0.250

264.50

66.13

L-03


hour

6.000

3720.00

22320.00

P&M-014

Air compressor 250 cfm with two jack hammer @ 20 cum per hour Front end loader

hour

5.000

319.00

1595.00

P&M-001

hour

7.000

806.00

5642.00

P&M-017


hour

7.000

339.00

2373.00

P&M-048

kg

35.000

146.00

5110.00

M-104

each

140.000

14.56

Machinery

Materials Gelatine 80 per cent

d)

Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each Overhead charges @ 0.1 on (a+b+c)

e)


4111.46 4522.61


49748.70


292.64 say

Note

2038.40 M-094 /100

293.00

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. In case of hill roads, the altitude effect comes into play. The output of men and machines decreases progressively after 2100 m elevation leading to increase in cost . High altitude effect has been explained in the basic approach.

3.35

Work in Urban Roads The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons: a) There is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of working time which may be in the range of 10 -15 per cent b) There is considerable disruption of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of manpower and machines is substantially reduced due to factors mentioned above. c) Cost of living in urban areas is comparatively more resulting into higher wages. d) At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special transport for working parties due to odd hour In the light of above, the authorities engaged in preparing the cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual conditions in specific cases will have to give in justification.

3.36

Suggest ive

Embankment Construction with Flyash/Pond ash available from coal or lignite burning Thermal Plants as waste material. Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans. Unit = cum Taking output = 360 cum a)

b)

Labour Mate

day

0.160

151.44

24.23

L-12

Mazdoor

day

4.000

136.69

546.76

L-13

hour

6.000

1302.00

7812.00

P&M-026

tonne.km

432 x L

2.46

56272.64


Machinery Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/hour Tipper 10Tcapacity flyash 360 x 1.2 = 432 tonnes

Add 10 per cent of cost of carriagefor loading and unloading Page 14 of 264

5627.26

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Dozer 80 HP for spreading @ 200 cum/hour

hour

1.800

3720.00

6696.00

P&M-014

Motor Grader for grading @ 100 cum/hour

hour

3.600

2395.00

8622.00

P&M-032


hour

12.000

200.00

2400.00

P&M-060

Vibratory Roller 8-10 tonne @ 100 cum/hour

hour

3.600

1541.00

5547.60

P&M-059

c)


d)


9354.85 10290.33


113193.68


314.43 say

Note

Remarks/ Input ref.

1.As flyash is available free of cost as waste material from Thermal Plants, cost of material has not been added. 2.The earth cover on sides and intermediate layers of earth sandwiching the flyash have not been included in this analysis. The same are required to be provided as per approved design and priced separately as embankment construction.

Page 15 of 264

314.00

CHAPTER - 4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS Sr No

Ref. to MoRTH Spec.

4.1

401

Description

A

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Granular Sub-Base with Close Graded Material (Table:400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Unit = cum Taking output = 225 cum (450 tonne) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant @ 75 tonne capacity per hour Electric generator 125 KVA Water tanker 6 KL capacity 5 km lead with one trip per hour Front end loader 1 cum bucket capacity Tipper 10 tonne

Add 10 per cent of cost of carriage to cover loading and unloading Motor Grader 110 HP Vibratory roller 8-10 t c) Material Close graded Granular sub-base Material as per table 400-1

4.1A

4.1A

4.1A

(i)

(ii)

(iii)

For Grading-I Material 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent Cost of water OR For Grading-II Material 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent Cost of water OR For Grading-III Material 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent Cost of water Rate per cum for grading-I Material d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225

day day day

0.400 2.000 8.000

151.44 164.69 136.69

60.58 329.38 1093.52

L-12 L-15 L-13

hour hour hour

6.000 6.000 4.500

2195.03 652.00 200.00

13170.15 3912.00 900.00

P&M-093 P&M-018 P&M-060

hour tonne.km

6.000 450 x L

806.00 2.46

4836.00 1105.99

P&M-017 Lead =1 km & P&M058

110.60 hour hour

6.000 6.000

2395.00 1541.00

14370.00 9246.00

P&M-032 P&M-059

cum cum cum KL

144.000 57.000 86.400 27.000

867.00 867.00 867.00 10.00

124848.00 49419.00 74908.80 270.00

M-013 M-017 M-020 M-189

cum cum cum KL

100.800 72.000 115.200 27.000

867.00 867.00 867.00 10.00

87393.60 62424.00 99878.40 270.00

M-015 M-017 M-020 M-189

cum cum cum KL

100.800 36.000 151.200 27.000

867.00 867.00 867.00 10.00

87393.60 31212.00 131090.40 270.00

M-016 M-018 M-020 M-189

say

29858.00 32843.80 361281.81 1605.70 1606.00

say

29910.02 32901.02 361911.26 1608.49 1608.00

say

29910.02 32901.02 361911.26 1608.49 1608.00

Rate per cum for grading-II Material d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 Rate per cum for grading-III Material d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225

Page 1 of 264

Sr No

Ref. to MoRTH Spec.

Description Note

Unit

Any one of the grading for material may be adopted as per design

Page 2 of 264

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Sr No 4.1

Ref. to MoRTH Spec.

Description B

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Unit = cum Taking output = 300 cum a)

b)

c)

Labour Mate

day

0.480

151.44

72.69

L-12

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Mazdoor unskilled

day

10.000

136.69

1366.90

L-13

Motor Grader 110 HP @ 50 cum

hour

6.000

2395.00

14370.00

P&M-032

Vibratory roller 8 -10 tonne

hour

6.000

1541.00

9246.00

P&M-059

Tractor - Rotavator

hour

12.000

0.00

0.00

P&M-054


hour

3.000

200.00

600.00

P&M-060

53 mm to 9.5 mm @ 50 per cent

cum

384.000

836.17

321089.28

M-013

9.5 mm to 2.36 mm @ 20 per cent

cum

0.000

836.17

0.00

M-017

2.36 mm below @ 30 per cent

cum

0.000

836.17

0.00

M-020

KL

18.000

10.00

180.00

M-189

Machinery

Material

Close graded Granular sub-base Material as per table 400-1 For Grading-I Material

Cost of water OR 4.1B

(i)

Rate per cum for grading-I Material d)


e)


34725.43 38197.97


420177.64


1400.59

Add 1 % labour Cess

14.01 1414.60 say

4.1B

(ii)

1414.60

Rate per cum for grading-II Material d)


e)


35139.78 38653.76


425191.34


1417.30

Add 1 % labour Cess

14.17 1431.48 say

4.1B

(iii)

1431.48

Rate per cum for grading-III Material d)


e)


35287.76 38816.54


426981.95


1423.27

Add 1 % labour Cess

14.23 1437.51 say

Note


Page 3 of 264

1437.51

Sr No

Ref. to MoRTH Spec.

4.2

401

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Granular Sub-Base with Coarse Graded Material (Table:400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Unit = cum Taking output = 300 cum a)

b)

c)

Labour Mate

day

0.400

151.44

60.58

L-12

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Mazdoor

day

8.000

136.69

1093.52

L-13

Mortar Grader 110 HP @ 50 cum per hour

hour

6.000

2395.00

14370.00

P&M-032

Vibratory roller 8 -10 tonne

hour

6.000

1541.00

9246.00

P&M-059


hour

3.000

200.00

600.00

P&M-060


cum

134.400

867.00

116524.80

M-029


cum

172.800

867.00

149817.60

M-026

2.36 mm below @ 20 per cent (Coarse Sand)

cum

76.800

992.30

76208.64

M-022

KL

18.000

10.00

180.00

M-189


cum

288.000

867.00

249696.00

M-026


cum

96.000

992.30

95260.80

M-022

KL

18.000

10.00

180.00

M-189


cum

255.000

867.00

221085.00

M-025


cum

129.000

992.30

128006.70

M-022

KL

18.000

10.00

180.00

M-189

Machinery

Material

For coarse graded Granular sub-base Materials per table 4002 For grading-I Material

Cost of water OR For Grading-II Material

Cost of water OR For Grading-III Material

Cost of water 4.2

(i)

Rate per cum for grading-I Material d)


e)


36843.05 40527.36


445800.92


1486.00 say

4.2

(ii)

d)


e)


37083.63 40791.99


448711.89


1495.71 say

4.2

(iii)

1496.00

Rate per cum for grading-III Material d)


e)


37497.12 41246.83


453715.12


1512.38 say

Note

1486.00

Rate per cum for grading-II Material


Page 4 of 264

1512.00

Sr No

Ref. to MoRTH Spec.

4.12

406

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Unit = cum Taking output = 225 cum (495 tonnes) a)

b)

Labour Mate

day

0.480

151.44

72.69

L-12

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Mazdoor

day

10.000

136.69

1366.90

L-13

Wet mix plant of 75 tonne hourly capacity

hour

9.000

2195.03

19755.23

P&M-094

Electric generator 125 KVA

hour

6.000

652.00

3912.00

P&M-018

Front end loader 1 cum capacity

hour

6.000

806.00

4836.00

P&M-017

Paver finisher

hour

6.000

975.00

5850.00

P&M-035

Vibratory roller 8 - 10 tonne

hour

6x0.65

1541.00

6009.90

P&M-059

Smooth 3 wheeled steel roller @ 8-10 tonnes.

hour

12.000


hour

3.000

200.00

600.00

P&M-060

tonne.km

495 x L

2.46

1216.59

Lead =1 km & P&M058

Machinery

or

Tipper

c)

Add 10 per cent of cost of carriage to cover cost of loading and unloading Material ( Table 400-11)

121.66

45 mm to 22.4 mm@ 30 per cent

cum

89.100

1007.77

89792.31

M-034


cum

118.800

1011.94

120218.47

M-031

2.36 mm to 75 micron@ 30 per cent

cum

89.100

992.30

88413.93

M-022

KL

18.000

10.00

180.00

M-189

Cost of water d)


e)


34267.51 37694.26


414636.81


1842.83

Add 1 % labour Cess

18.43 1861.26 say

Note

1861.26

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..

4.13

407

Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 Unit = cum Taking output =21 cum a)

b)

Labour Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

hour

1.000

200.00

200.00

P&M-060

Machinery Water tanker 6 KL with 5 km lead and 1 trip per hour Page 5 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Plate compactor @ 3.5 cum per hour c)

Quantity

Rate Rs

Cost Rs

hour

6.000

101.70

KL

6.000

10.00

d)


e)


60.00

M-189

189.94 2089.29


99.49 say

407

P&M-086

172.67


4.14

610.20


Note

Remarks/ Input ref.

99.00

This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case granular fill is required to be paved, quantities of paving are required to be calculated as per approved design and paid separately. Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407 Unit = cum Taking output = 21 cum a)

b)

Labour Mate

day

0.160

151.44

24.23

L-12

Mazdoor

day

4.000

136.69

546.76

L-13

Water tanker with 5 km lead

hour

1.000

200.00

200.00

P&M-060

Plate Compactor @ 3.5 cum per hour

hour

6.000

101.70

610.20

P&M-086

Hydraulic Excavator1.0 cum bucket capacity @60 cum per hour Tipper 10 tonne capacity

hour

0.500

1302.00

651.00

P&M-026

tonne.km

52.5 x L

2.46

2580.64


Machinery

Add 10 per cent of cost of transportation to cover cost of loading and unloading c) Material Cost of water

258.06

KL

d)


e)


6.000

10.00

542.40


5966.38

Rate per cum = (a+b+c+d+e)/ 21

284.11 say

Note

4.15

This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case surface finish is of hard type, the same may be provided separately as per approved design. Construction of Shoulders A. Earthen Shoulders The rate as applicable for sub-grade construction may be adopted. B. Hard Shoulders Rate as applicable for sub-base and or base may be adopted as per approved design. C. Paved shoulders The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders.

4.16

409

60.00 493.09

Footpaths and Separators

Page 6 of 264

284.00

M-189

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.. Unit = sqm Taking output = 300 sqm a)

b)

c)

Labour Mate

day

1.360

151.44

205.96

Mason

day

4.000

223.36

893.44

L-12 L-11

Mazdoor

day

30.000

136.69

4100.70

L-13

Vibratory road roller 8 -10 tonnes @60 cum per hour

hour

0.750

1541.00

1155.75

P&M-059

Water tanker 6 KL capacity @ 1 trip per hour

hour

2.000

200.00

400.00

P&M-060

Concrete mixer 0.4/0.28 cum per hour

hour

6.000

233.00

1398.00

P&M-009


cum

20.790

867.00

18024.93

M-029


cum

26.730

867.00

23174.91

M-026


cum

11.880

867.00

10299.96

M-022

Aggregate 12 mm crushed @ 0.9 cum of concrete

cum

6.750

1028.00

6939.00

M-052

Sand @ 0.45 cum/cum of concrete

cum

3.380

710.46

2401.35

M-005

tonne

1.880

5000.00

9400.00

M-081

Machinery

Material

i) For Granular sub base material

ii) For cement concrete grade M157.5 cum

Cement iii) For cement plaster 1:3 Sand Cement

cum

3.840

710.46

2728.17

M-005

tonne

1.830

5000.00

9150.00

M-081

each

3300.000

15.00

49500.00

M-184

metre

22.500

243.00

5467.50

M-137

KL

12.000

10.00

120.00

M-189

iv) Pre-cast cement concrete tiles Tiles size 300 x 300 mm and 25 mm thick v) RCC pipes Pipes 200 mm dia,2.5 m long for drainage vi) Cost of water d)


e)


14535.97 15989.56


175885.20


586.28 say

4.17

410

586.00

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base Unit = cum Taking output = 360 cum A

By Mix in Place Method a)

b)

c)

Labour Mate

day

0.480

151.44

72.69

L-12

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Mazdoor

day

10.000

136.69

1366.90

L-13

Tractor attached with rotavator @ 25 cum per hour

hour

12.000

282.50

3390.00

P&M-054

Motor grader 110 HP

hour

6.000

2395.00

14370.00

P&M-032

Vibratory roller 8 -10 tonnes @ 60 cum per hour

hour

6.000

1541.00

9246.00

P&M-059


hour

6.000

200.00

1200.00

P&M-060

Machinery

Material

Aggregate at site i) For 53 mm maximum size Page 7 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

63 mm to 45 mm @ 33 per cent

cum

157.460

949.00

149429.54

M-038

22.5 mm to 5.6 mm@ 32 per cent

cum

151.060

1000.67

151160.71

M-032

Below 5.6 mm @ 35 per cent

cum

166.680

1066.89

177829.23

M-030

KL

36.000

10.00

360.00

M-189

Cost of water Or ii) For 45 mm maximum size 45 mm to 22.5 mm@ 5 per cent

cum

24.120

920.50

22202.46

M-034


cum

237.600

1000.67

237758.40

M-032

Below 5.6 mm@ 45 per cent

cum

213.480

1066.89

227759.68

M-030

KL

36.000

10.00

360.00

M-189

Cost of water 4.17A

(i)

For 53 mm maximum size d)


e)


50875.44 55962.99

Cost for 360.0cum = a+b+c+d+e

615592.88


1709.98

or 4.17A

(ii)

say

d)


e)


51805.55 56986.11


626847.17


1741.24 say

Note 4.17

B

1710.00

For 45 mm maximum size

1741.00

Any one of the aggregate grading may be adopted By Mixing Plant : Unit = cum Taking output = 225 cum (450 tonnes) a)

b)

Labour Mate

day

0.280

151.44

42.40

L-12

Mazdoor skilled

day

1.000

164.69

164.69

L-15

Mazdoor

day

6.000

136.69

820.14

L-13

Wet mix plant @ 75 tonne per hour

hour

6.000

2195.03

13170.15

P&M-093

Electric generator 125 KVA

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

Motor grader 110 HP

hour

6.000

2395.00

14370.00

P&M-032

Vibratory roller 8 - 10 tonne

hour

6.000

1541.00

9246.00

P&M-059


hour

3.000

200.00

600.00

P&M-060

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery

Tipper 10 tonne capacity

c)

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

110.60

Aggregate at site i) For 53 mm maximum size 63 mm to 45 mm @ 33 per cent

cum

98.400

949.00

22.5 mm to 5.6 mm@ 32 per cent Below 5.6 mm @ 35 per cent

93381.60

M-038

cum

94.410

cum

104.180

1000.67

94472.94

M-032

1066.89

111148.60

M-030

Or ii) For 45 mm maximum size 45 mm to 22.5 mm@ 5 per cent

cum

15.060

920.50

13862.73

M-034


cum

148.500

1000.67

148599.00

M-032

Below 5.6 mm@ 45 per cent

cum

133.430

1066.89

142355.13

M-030

KL

18.000

10.00

180.00

M-189

Cost of water 4.17 B

(i)

For 53 mm maximum size d)


34738.11

e)


38211.92

Page 8 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Cost for 225cum = a+b+c+d+e

420331.14


1868.14 say

4.17 B

(ii)

d)


e)


35337.48 38871.23 427583.55


1187.73 say

Suggest ive

1868.00

For 45 mm maximum size


4.18

Remarks/ Input ref.

1188.00

Lime, Flyash Stabilised Soil Sub-Base Construction of Sub-base using lime - Flyash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, Flyash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + Flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25 per cent respectively, all as specified in IRC: 88-1984. Unit = cum Taking output = 480 cum (720 tonnes, density 1.50 t/cum) Assumptions made Total mass taken for analysis = 720 t Lime + Flyash admixture @ 20 per cent = 0.2 x 720=144 t Soil = 720 -144 = 576 t 576 /1.6 = 360 cum Lime + Flyash = 144 t Ratio Lime 4 : Flyash 16 Lime = 29 kg. Flyash = 115 kg. a)

b)

c)

Labour Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Mazdoor (Skilled)

day

1.000

164.69

164.69

L-15 P&M-026

Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 60cum/hr. for 360 cum soil Tipper 10T capacity for carriage of soil 576 tonnes

hour

6.000

1302.00

7812.00

tonne.km

576 x L

2.46

28411.59

Tipper 10T capacity for carriage of 115 tonnes Flyash

tonne.km

115 x L

2.46

Tipper 10T capacity for carriage of 29 tonnes of lime from store to work site Add 10 per cent of cost of carriage to cover cost of loading and unloading Tractor with disc harrows for pulverisation

hour

3.000

339.00

hour

6.000

282.50

1695.00

P&M-053

Motor Grader 110 HP @ 50 cum per hour for mixing inplace and grading Vibratory roller 8 - 10 tonne

hour

9.600

2395.00

22992.00

P&M-032

hour

6.000

1541.00

9246.00

P&M-059


hour

12.000

200.00

2400.00

P&M-060

tonne

29.000

4500.00

130500.00

M-188

cum

360.000

28.00

10080.00

M-092

Lead =20 km & P&M058 14979.99 Lead =53 km & P&M058 1017.00

P&M-048

101.70

Material Slaked Lime Compensation for earth taken from private source

d)


e)



23025.65 25328.21 278610.31

Page 9 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Rate per cum= (a+b+c+d+e)/480

580.44 say

Note

1.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 estimate. 2.Cost of Flyash has not been considered as same will be available free of cost. Only carriage of Flyash has been provided. 3.Lime + Flyash has been taken as 20 per cent of total mass and ratio of lime and Flyash as 1:4 for estimating purposes. Total quantities will be as per approved design.

Page 10 of 264

580.00

Remarks/ Input ref.

CHAPTER - 5 BASES AND SURFACE COURSES (BITUMINOUS) Sr No

Ref. to MoRTH Spec.

5.1

502

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Prime Coat 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 0.85 kg/sqm using mechanical means. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour Water tanker 6 KL capacity @ 1 trip per hour c) Material Bitumen emulsion @ 0.85 kg per sqm Cost of water d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Add 1 % labour Cess

day day

0.080 2.000

151.44 136.69

12.12 273.38

L-12 L-13

hour hour hour hour

2.800 2.800 2.000 1.000

357.00 319.00 1073.00 200.00

999.60 893.20 2146.00 200.00

P&M-031 P&M-001 P&M-004 P&M-060

tonne KL

2.975 6.000

47937.00 10.00

142612.58 60.00 14719.69 16191.66 178108.21 50.89 0.51 51.40 51.40

say Note

Bitumen primer has been provided @ 0.850 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.

Page 1 of 264

M-077 M-189

Sr No 5.2

Ref. to MoRTH Spec.

Description

503

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Tack Coat 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. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour c) Material Bitumen emulsion @ 0.25 kg per sqm d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Add 1 % labour Cess

day day

0.080 2.000

151.44 136.69

12.12 273.38

L-12 L-13

hour hour hour

2.800 2.800 2.000

357.00 319.00 1073.00

999.60 893.20 2146.00

P&M-031 P&M-001 P&M-004

tonne

0.875

49915.00

43675.63 4799.99 5279.99 58079.90 16.59 0.17 16.76 16.76

M-077

say Note

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.

Page 2 of 264

Sr No 5.3

Ref. to MoRTH Spec.

Description

504

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Bituminous Macadam 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 Unit = cum Taking output = 205 cum (450 tonnes) a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

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

day

16.000

136.69

2187.04

L-13

Skilled mazdoor for checking line & levels

day

5.000

164.69

823.45

L-15

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output Mechanical broom hydraulic @ 1250 sqm per hour

hour

6.000

23405.00

140430.00

P&M-021

hour

2.200

357.00

785.40

P&M-031

Air compressor 250 cfm

hour

2.200

319.00

701.80

P&M-001

Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA

hour

6.000

2674.00

16044.00

P&M-034

hour

6.000

1906.88

11441.25

P&M-081


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery


Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.

c)

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. Material i) Bitumen@ 3.3 per cent of mix

110.60 hour

6.00x0.65*

460.00

1794.00

P&M-044

hour

6.00x0.65*

1541.00

6009.90

P&M-059

hour

6.00x0.65*

1144.00

4461.60

P&M-045

tonne

14.850

55132.00

818710.20

M-074

weight of mix = 205 x 2.2 = 450 tonne ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 14.85 tonnes Weight of aggregate = 450 -14.85 = 435.15 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 290.1 cum *Grading I ( 40 mm nominal size ) 37.5 - 25 mm 15 per cent

cum

43.510

1011.94

44029.51

M-049

25 - 10 mm 45 per cent

cum

130.550

1103.60

144074.98

M-046


cum

72.530

1078.94

78255.52

M-040

5 mm and below15 per cent

cum

43.510

992.30

43174.97

M-030


cum

116.040

1103.60

128061.74

M-046


cum

116.040

1078.94

125200.20

M-040

5 mm and below 20 per cent

cum

58.020

992.30

57573.25

M-030

or GradingII(19 mm nominal size)

(i)

* Any one of the alternative may be adopted as per approved design for Grading I ( 40 mm nominal size ) d)


e)


131910.34 145101.38


1596115.13

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

7785.93

Add 1 % labour Cess

77.86 7863.79 say

(ii)

7863.79

for GradingII(19 mm nominal size) d)


e)



132040.36 145244.40 1597688.38

Page 3 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

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

7793.60

Add 1 % labour Cess

77.94 7871.54 say

Page 4 of 264

7871.54

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description Note

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

*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.

5.4

505

Bituminous Penetration Macadam Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction A

50 mm thick Unit = sqm Taking output = 4500 sqm (225 cum) a) Labour

b)

c)

Mate

day

0.320

151.44

48.46

L-12

Mazdoor including for brooming of key aggregates

day

6.000

136.69

820.14

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 4500 x 2 sqm = 9000 sqm

hour

6.000

2635.00

15810.00

P&M-025

Bitumen pressure distributor for @ 1750 sqm per hour

hour

2.570

1073.00

2757.61

P&M-004

Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes

hour

10.000

339.00

3390.00

P&M-048

hour

6.000

1541.00

9246.00

P&M-059


hour

6.000

806.00

4836.00

P&M-017

tonne

22.500

55132.00

1240470.00

M-074

cum

270.000

968.60

261522.00

M-033

cum

67.500

1000.67

67545.00

M-031

Machinery

Material Bitumen@ 5 kg per sqm

d)

Crushed stone coarse aggregate passing 45 mm and retained on 2.8 mm sieve @ 0.06 cum per sqm Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.015 cum per sqm Overhead charges @ 0.1 on (a+b+c)

Page 5 of 264

160677.46

Sr No

Ref. to MoRTH Spec.

Description e)

Unit

Quantity

Rate Rs

Cost Rs


176745.20


1944197.25


432.04 say

Note 5.4

B

Remarks/ Input ref.

432.00

2 tippers will be needed to match the capacity of chip spreader and front end loader. 75 mm thick Unit = sqm Taking output = 4500 sqm (337.5 cum compacted). a) Labour

b)

c)

Mate

day

0.400

151.44

60.58

L-12


day

8.000

136.69

1093.52

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 4500 x 2 sqm Bitumen pressure distributor for@ 1750 sqm per hour

hour

6.000

2635.00

15810.00

P&M-025

hour

2.570

1073.00

2757.61

P&M-004

Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes

hour

10.000

339.00

3390.00

P&M-048

hour

6.000

1541.00

9246.00

P&M-059


hour

6.000

806.00

4836.00

P&M-017

tonne

30.600

55132.00

1687039.20

M-074

cum

405.000

982.00

397710.00

M-037

cum

81.000

867.00

70227.00

M-026

Machinery

Material Bitumen@ 6.8 kg per sqm

d)

Crushed stone coarse aggregate (loose passing 63 mm and retained on 2.8 mm sieve @ 0.09 cum per sqm Key aggregates passing 26.5 mm and retained on 2.8 mm sieve @ 0.018 cum per sqm Overhead charges @ 0.1 on (a+b+c)

e)


219249.93 241174.92


2652924.14


589.54 say

Note 5.5

506

590.00

2 tippers and 2 rollers will be needed to match the capacity of chip spreader and front end loader. Built-up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm Unit = sqm Taking output = 3000 sqm (225 cum) a) Labour

b)

c)

d)

Mate

day

0.400

151.44

60.58

L-12


day

8.000

136.69

1093.52

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 3000 x 3 sqm

hour

6.000

2635.00

15810.00

P&M-025

Bitumen pressure distributor for 3000 x 2 sqm @ 1750 sqm per hour Tipper 5.5 cum capacity

hour

3.430

1073.00

3680.39

P&M-004

hour

10.000

339.00

3390.00

P&M-048

Vibratory roller 8 tonnes

hour

6.000

1541.00

9246.00

P&M-059


hour

6.000

806.00

4836.00

P&M-017

Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer Crushed stone coarse aggregate passing 53 mm and retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each layer

tonne

9.000

55132.00

496188.00

M-074

cum

300.000

990.25

297075.00

M-035

Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.13 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)

cum

39.000

1000.67

39026.00

M-031

Machinery

Material

Page 6 of 264

87073.49

Sr No

Ref. to MoRTH Spec.

Description e)

Unit

Quantity

Rate Rs

Cost Rs


95780.84


1053589.19


351.20 say

Note

2 tippers will be needed to match the capacity of hydraulic chip spreader and front end loader.

Page 7 of 264

351.00

Remarks/ Input ref.

Sr No 5.6

Ref. to MoRTH Spec.

Description

505

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Dense Graded Bituminous Macadam 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 @ 4.5 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. 505 complete in all respects. Unit = cum Taking output = 195 cum (450 tonnes) a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12


day

16.000

136.69

2187.04

L-13


day

5.000

164.69

823.45

L-15

Batch mix HMP @ 75 tonne per hour

hour

6.000

13842.00

83052.00

P&M-022


hour

6.000

2674.00

16044.00

P&M-034

hour

6.000

1906.88

11441.25

P&M-081


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery


Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.

c)

110.60 hour

6.00x0.65*

460.00

1794.00

P&M-044

hour

6.00x0.65*

1541.00

6009.90

P&M-059

hour

6.00x0.65*

1144.00

4461.60

P&M-045

tonne

20.250

56122.00

1136470.50

M-074


cum

85.950

1103.60

94854.42

M-046


cum

80.220

1078.94

86552.57

M-040


cum

114.600

992.30

113717.58

M-030

tonne

8.595

4500.00

38677.50

M-188

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. Materials Bitumen @ 4.50 per cent of weight of mix Aggregate

Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450 -20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.50 cum Grading - 2 26.5 mm (Nominal Size) 50-75 mm

Filler @ 2 per cent of weight of aggregates.

(i)

* Any one of the alternative may be adopted as per approved design For Grading 1 ( 37.5 mm nominal size ) 75-100 mm d)


e)


159671.18 175638.30


1932021.27


9907.80

Add 1 % labour Cess

99.08 10006.88 say

(ii)

10006.88

For Grading 2 ( 26.5 mm nominal size) 50-75 mm d)


e)


160226.56 176249.22


1938741.38


9942.26

Add 1 % labour Cess

99.42 10041.69 say

Page 8 of 264

10041.69

Sr No

Ref. to MoRTH Spec.

Description Note

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

*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 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 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 is only a reference density in this Data Book. 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.

5.7

508

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 Unit = cum Taking output = 195 cum (450 tonnes) a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12


day

16.000

136.69

2187.04

L-13


day

5.000

164.69

823.45

L-15


hour

6.000

17309.00

103854.00

P&M-022


hour

6.000

2674.00

16044.00

P&M-034

hour

6.000

1906.88

11441.25

P&M-081


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery



c)

Finish rolling with 6-8 tonnes smooth wheeled tandem roller Material

110.60 hour

6.00x0.65*

460.00

1794.00

P&M-044

hour

6.00x0.65*

1541.00

6009.90

P&M-059

hour

6.00x0.65*

1144.00

4461.60

P&M-045

tonne

20.250

55132.00

1116423.00

M-074

* Grading I: 13 mm (Nominal Size) i) Bitumen@ 4.5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450-20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.5 cum 13.2 - 10 mm20 per cent

cum

57.300

1103.60

63236.28

M-044


cum

108.870

1078.94

117464.20

M-040

Page 9 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit


Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

cum

114.600

992.30

113717.58

M-030

tonne

8.620

4500.00

38790.00

M-188

tonne

22.500

55132.00

1240470.00

M-074

9.5 - 4.75 mm@ 57 per cent

cum

162.450

1078.94

175273.80

M-040

4.75 and below@ 41 per cent

cum

116.850

992.30

115950.26

M-030

tonne

8.620

4500.00

38790.00

M-188

Filler @ 2 per cent of weight of aggregates. or Grading II: 10 mm (Nominal Size) Bitumen@5 per cent of weight of mix weight of mix = 450 tonne Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum


(i)

*Any one of the alternative may be adopted as per approved design for Grading I ( 13 mm nominal size ) d)


e)


160242.61 176266.87


1938935.57


9943.26 say

5.7

(ii)

d)


e)


172327.91 189560.70


2085167.70


10693.17 say

Note

9943.00

for GradingII(10 mm nominal size)

*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 SDBC is laid over freshly laid tack coat, provision of broom and 2 mazdoor shall be deleted as the same has been included in the cost of tack coat. 5. The quantity of Bitumen to be adjusted as per job mix formula.

Page 10 of 264

10693.00

Sr No 5.8

Ref. to MoRTH Spec.

Description

509 / 507

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Bituminous Concrete 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. 507 complete in all respects Unit = cum Taking output = 191 cum (450 tonnes) a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

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

16.000

136.69

2187.04

L-13

day

5.000

164.69

823.45

L-15


hour

6.000

13842.00

83052.00

P&M-022


hour

6.000

2674.00

16044.00

P&M-034

hour

6.000

1906.88

11441.25

P&M-081


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery



c)

110.60 hour

6.00x0.65*

460.00

1794.00

P&M-044

hour

6.00x0.65*

1541.00

6009.90

P&M-059

hour

6.00x0.65*

1144.00

4461.60

P&M-045

tonne

24.300

56122.00

1363764.60

M-074


cum

99.330

1103.60

109620.59

M-045


cum

65.274

1078.94

70426.73

M-040


cum

113.520

992.30

112645.90

M-030

tonne

8.514

4500.00

38313.00

M-188

13.2 - 10 mm30 per cent

cum

85.500

1103.60

94357.80

M-044


cum

71.250

1078.94

76874.48

M-040

5 mm and below43 per cent

cum

122.550

992.30

121606.37

M-030

tonne

8.620

4500.00

38790.00

M-188

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. Material i) Bitumen@ 5.4 per cent of weight of mix

ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 24.30 tonnes Weight of aggregate = 450 -24.30 = 425.70 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 283.80 cum * Grading - 1-19 mm (Nominal Size) 50 mm

Filler @ 2 per cent of weight of aggregates. or Grading - 2-13.2 mm (Nominal Size) 30-40 mm


(i)

*Any one of the alternative may be adopted as per approved design for Grading-I ( 13 mm nominal size ) d)


e)


182676.38 200944.02


2210384.26


11572.69

Add 1 % labour Cess

115.73 11688.42 say

5.8

(ii)

11688.42

for Grading-II(10 mm nominal size) d)


e)



182738.63 201012.49 2211137.39

Page 11 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs


Remarks/ Input ref.

11576.64

Add 1 % labour Cess

115.77 11692.40 say

Note

11692.40

*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 BC 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 is only a reference density in this Data Book. 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.

5.9

510

Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case -1 :-19 mm nominal chipping size a) Labour

b)

c)

Mate

day

0.440

151.44

66.63

L-12

Mazdoor

day

9.000

136.69

1230.21

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Mechanical broom @ 1250 sqm per hour

hour

7.200

357.00

2570.40

P&M-031


hour

7.200

319.00

2296.80

P&M-001

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity

hour

6.000

2635.00

15810.00

P&M-025

hour

6.000

339.00

2034.00

P&M-048

hour

6.000

806.00

4836.00

P&M-017

Bitumen pressure distributor

hour

6.000

1073.00

6438.00

P&M-004

Smooth wheeled roller 8-10 tonne weight

hour

6.000

460.00

2760.00

P&M-044

tonne

10.800

55132.00

595425.60

M-074

cum

135.000

1028.00

138780.00

M-053

Machinery


d)

Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm Overhead charges @ 0.1 on (a+b+c)

e)


77257.70 84983.47


934818.20


103.87 say

5.9

104.00

Case - II 13 mm nominal size chipping a) Labour

b)

Mate

day

0.440

151.44

66.63

L-12

Mazdoor

day

9.000

136.69

1230.21

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15


hour

7.200

357.00

2570.40

P&M-031


hour

7.200

319.00

2296.80

P&M-001

Machinery

Page 12 of 264

Sr No

Ref. to MoRTH Spec.

Description

c)

Unit

Quantity

Rate Rs

Cost Rs

Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity

hour

6.000

2635.00

15810.00

P&M-025

hour

6.000

339.00

2034.00

P&M-048

hour

6.000

806.00

4836.00

P&M-017

Bitumen pressure distributor @ 1750 sqm per hour

hour

6.000

1073.00

6438.00

P&M-004

Vibratory roller 8-10 tonne weight

hour

6.000

1541.00

9246.00

P&M-059

tonne

9.000

55132.00

496188.00

M-074

cum

90.000

1028.00

92520.00

M-052


d)

Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm Overhead charges @ 0.1 on (a+b+c)

e)


63356.54 69692.20


766614.16


85.18 say

Note

5.10

Remarks/ Input ref.

85.00

1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be pre-coated as per clause 510.2.5 2.Input for the second coat, where required, will be the same as per the Ist coat mentioned above Open - Graded Premix Surfacing

511

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades. Unit = sqm Taking output = 10250 sqm (205 cum) (i)

Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & levels

day

16.000

136.69

2187.04

L-13

day

5.000

164.69

823.45

L-15

i) Batch type HMP 75 tonne per hour

hour

6.000

23405.00

140430.00

P&M-021

ii) Electric Generator Set 250 KVA

hour

6.000

1906.88

11441.25

P&M-081

iii) Front end loader 1 cum bucket capacity

hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery

iv) Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled/tandom roller 8-10 tonnes weight c)

110.60 hour

6.000

2674.00

16044.00

P&M-034

hour

6.000

1144.00

6864.00

P&M-045

tonne

14.970

55132.00

825326.04

M-074

cum

276.750

998.50

276334.88

M-043

Material Bitumen@ 14.60 kg per 10 sqm

d)

Crushed stone chipping,13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)

e)


128563.05 141419.35


1555612.85


151.77 say

Page 13 of 264

152.00

Sr No

Ref. to MoRTH Spec.

5.10

Description

Unit

Note

If a premix sand seal coat of 'B' type is proposed, the same is required to be provided over the open graded premix carpet immediately on the same day. As the same HMP and other machines will be used for laying of premix sand seal coat, out of 6 effective working hours, 4.00 hours may be utilised for laying of premix carpet and balance 2.00 hours for the seal coat. The rate for the premix sand seal coat under clause 513 (case II) has been worked out accordingly by utilising the HMP for 2.00 hours for the purpose of seal coat. In case type 'A' seal coat is proposed, HMP can be worked for six hours for the premix carpet as type 'A' seal coat does not require the use of HMP.

(ii)

Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Unit = sqm

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Taking output = 900 sqm (24.3 cum) a) Labour

b)

c)

Mate

day

0.800

151.44

121.15

L-12

Mazdoor

day

18.000

136.69

2460.42

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Concrete mixer 0.4/0.28 cum capacity

hour

6.000

233.00

1398.00

P&M-009

Smooth wheeled steel roller 8-10 tonne

hour

6.000

460.00

2760.00

P&M-044

tonne

1.940

55145.00

106981.30

M-073

cum

24.300

998.50

24263.55

M-043

Machinery

Material Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm

d)

Crushed stone aggregates 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)

e)


13831.38 15214.52


167359.70


185.96 say

5.11

512

186.00

Close Graded Premix Surfacing/Mixed Seal Surfacing Case I 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. Unit = sqm Taking output = 10250 sqm (205 cum) a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & levels

day

16.000

136.69

2187.04

L-13

day

5.000

164.69

823.45

L-15

i) HMP of appropicate capacity.

hour

6.000

23405.00

140430.00

P&M-021

ii) Electric Generator Set 250 KVA

hour

6.000

1906.88

11441.25

P&M-081

iii) Front end loader 1 cum bucket capacity

hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery

iv) Tipper 10 tonne capacity

Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled8-10 tonnes weight c)

110.60 hour

6.000

2674.00

16044.00

P&M-034

hour

6.000

460.00

2760.00

P&M-044

tonne

22.500

55132.00

1240470.00

M-074

cum

276.750

987.00

273152.25

M-041

Material

Type - A * Bitumen@ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqm or Type - B Page 14 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Bitumen @ 19 kg per 10 sqm

d)

Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)

e)


Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

tonne

19.480

55132.00

1073971.36

M-074

cum

276.750

1000.67

276934.50

M-042

169348.78 186283.66


2049120.22


199.91 say

200.00

* Any one of the alternative may be adopted 5.12

513

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats Unit = sqm Taking output = 10250 sqm (92.25 cum) (i)

Case - I : Type A a) Labour

b)

c)

Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Hydraulic self propelled chip spreader

hour

6.000

2635.00

15810.00

P&M-025


hour

6.000

339.00

2034.00

P&M-048


hour

6.000

806.00

4836.00

P&M-017


hour

6.000

1073.00

6438.00

P&M-004

Smooth wheeled roller 8 -10 tonne weight

hour

6.000

460.00

2760.00

P&M-044

tonne

10.050

55132.00

554076.60

M-074

cum

92.250

969.00

89390.25

M-050

Machinery

Material Bitumen@ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm

d)


e)


67620.13 74382.15


818203.62


79.82 say

Note

5.12

(ii)

80.00

Since seal coat is provided immediately over the bituminous layers, mechanical broom for clearing has not been catered. Case - II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Unit = sqm Taking output = 7858 sqm (47.16 cum) a) Labour

b)

Mate

day

0.160

151.44

24.23

L-12

Mazdoor

day

4.000

136.69

546.76

L-13

Machinery HMP of 75 tonnes/hour.

hour

2.000

17309.00

34618.00

P&M-022

Electric Generator Set 250 KVA

hour

2.000

1906.88

3813.75

P&M-081


hour

2.000

806.00

1612.00

P&M-017

tonne.km

104 x 'L'

2.46

255.61

Lead =1 km & P&M058


Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher hydrostatic with sensor attachment Smooth wheeled 8-10 tonnes capacity c)

25.56 hour

2.000

2674.00

5348.00

P&M-034

hour

2.000

460.00

920.00

P&M-044

tonne

5.340

55132.00

294404.88

M-074

cum

47.160

969.00

45698.04

M-050

Material Bitumen@ 6.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.06 cum per 10 sqm

d)


e)



38726.68 42599.35 468592.86


59.63 Page 15 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs say

Note

5.13

514

Remarks/ Input ref.

60.00

Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours for the seal coat. Hence 2.00 hours have been considered for this case. This may be linked to rate analysis worked out under clause 511. Supply of Stone Aggregates for Pavement Courses Supply of stone aggregates from approved sources conforming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be as certained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be as certained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.

5.14

515

Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course 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 finegrained hard stone chipping of 13.2 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 is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

Unit = sqm Taking output = 35.00 sqm (0.87 cum ) assuming a density of 2.3 tonnes/cum.-2 tonnes a) Labour

b)

c)

Mate

day

0.440

151.44

66.63

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

Mazdoor skilled

day

1.000

164.69

164.69

L-15


hour

0.060

357.00

21.42

P&M-031


hour

0.060

319.00

19.14

P&M-001

Mastic cooker 1 tonne capacity

hour

6.000

62.00

372.00

P&M-030

Bitumen boiler 1500 litres capacity

hour

6.000

198.00

1188.00

P&M-005

Tractor for towing and positioning of mastic cooker and bitumen boiler Material

hour

1.000

282.50

282.50

P&M-053

tonne

0.204

55132.00

11246.93

M-074

cum

0.390

476.80

185.95

M-021

tonne

0.360

4500.00

1620.00

M-188

cum

0.550

998.50

549.18

M-043

cum

0.018

1213.00

21.83

M-142

kg

0.500

55.00

27.50

M-074

Machinery

Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate (6.3mm to 13.2 mm) = 40 per cent . Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) I) Bitumen 85/25 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204 ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 iii) Lime stone dust filler with calcium 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 6.3 mm to 13.2 mm @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 13.2 mm nominal size for skid resistance = 35 x 0.005/10 = 0.018 vi) Bitumen for coating of chips @ 2 per cent by weight = 0.018 x 1.456 x 2/100 = 0.0005 MT = 0.5kg d)


e)


1713.27 1884.59

Cost for 35.00 sqm = a+b+c+d+e

20730.53


592.30 Page 16 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs say

Note

1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 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.

Page 17 of 264

592.00

Remarks/ Input ref.

Sr No 5.15

Ref. to MoRTH Spec.

Description

Unit

516

Slurry Seal

512

Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface (i)

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum weight of mix = 176 tonnes a) Labour

b)

c)

Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Mechanical broom

hour

6.000

357.00

2142.00

P&M-031


hour

6.000

319.00

1914.00

P&M-001


hour

6.000

1008.00

6048.00

P&M-033


hour

6.000

806.00

4836.00

P&M-017

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler.

hour

6.000

339.00

2034.00

P&M-048

Pneumatic tyred roller with individual wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity

hour

6.000

1243.00

7458.00

P&M-037

hour

2.000

200.00

400.00

P&M-060

tonne

19.360

49915.00

966354.40

M-077

cum

102.080

1066.89

108908.13

M-030

tonne

3.520

5000.00

17600.00

M-188

KL

12.000

10.00

120.00

M-189

Machinery

Material Residual Binder @ 11 per cent of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 per cent of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5, = 153.12/1.5 = 102.08 cum Filler (ordinary Portland Cement) @ 2 per cent of total mix = 80 x 2.2 x 0.02 Cost of water

d)


e)


111867.10 123053.81


1353591.93


84.60

Add 1 % labour Cess

0.85 85.45 say

Page 18 of 264

85.45

Sr No 5.15

Ref. to MoRTH Spec.

Description (ii)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a) Labour

b)

c)

Mate

day

0.200

151.44

30.29

L-12

Mazdoor

day

5.000

136.69

683.45

L-13

Mechanical broom

hour

6.000

357.00

2142.00

P&M-031


hour

6.000

319.00

1914.00

P&M-001


hour

6.000

1008.00

6048.00

P&M-033


hour

6.000

806.00

4836.00

P&M-017

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler Water tanker6 KL capacity

hour

6.000

339.00

2034.00

P&M-048

hour

2.000

200.00

400.00

P&M-060

Residual Binder @ 13 per cent of mix = 60 x 2.2 x 0.13 Fine aggregate 3 mm and below 85 per cent of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. Taking density 1.5,

tonne

17.160

49915.00

856541.40

M-077

cum

74.800

867.00

64851.60

M-022

Filler @ 2 per cent of total mix = 60x 2.2 x 0.02

tonne

2.640

4500.00

11880.00

M-188

KL

12.000

10.00

120.00

M-189

Machinery

Material

Cost of water d)


e)


95148.07 104662.88


1151291.69


57.56 say

5.15

(iii)

58.00

1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a) Labour

b)

c)

Mate

day

0.200

151.44

30.29

L-12

Mazdoor

day

5.000

136.69

683.45

L-13

Mechanical broom

hour

6.000

357.00

2142.00

P&M-031


hour

6.000

319.00

1914.00

P&M-001


hour

6.000

1008.00

6048.00

P&M-033


hour

6.000

806.00

4836.00

P&M-017

Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler.

hour

6.000

339.00

2034.00

P&M-048


hour

2.000

200.00

400.00

P&M-060

Residual Binder @ 16 per cent of mix, 36 x 2.2 x 0.16

tonne

12.670

49915.00

632423.05

M-077

Fine aggregate 2.36 mm and below,82 per cent of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5

cum

43.300

867.00

37541.10

M-022

tonne

1.580

4500.00

7110.00

M-188

KL

12.000

10.00

120.00

M-189

Machinery

Material

Filler @ 2 per cent of total mix = 36x 2.2 x 0.02 Cost of water d)


e)


69528.19 76481.01


841291.08


35.05 say

Note

1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately

Page 19 of 264

35.00

Sr No 5.16

Ref. to MoRTH Spec.

Description

517

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517. Unit = cum Taking output = 120 cum (276 tonnes) a) Labour

b)

c)

Mate

day

0.480

151.44

72.69

L-12

Mazdoor

day

10.000

136.69

1366.90

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15

Cold milling machine @ 20 cum per hour

hour

6.000

300.00

1800.00

P&M-069


hour

1.280

357.00

456.96

P&M-031


hour

1.280

319.00

408.32

P&M-001


hour

0.910

1073.00

976.43

P&M-004

Hot mix plant 100-120 TPH producing an average of 75 tonnes per hour Electric generator set 250 KVA

hour

3.000

23405.00

70215.00

P&M-021

hour

3.000

1906.88

5720.63

P&M-081

Front end loader 1.00 cum bucket capacity

hour

3.000

806.00

2418.00

P&M-017


hour

18.000

339.00

6102.00

P&M-048

Smooth wheeled roller 8-10 tonnes

hour

3.00x0.65*

460.00

897.00

P&M-044

Vibratory roller 8 tonnes

hour

3.00x0.65*

1541.00

3004.95

P&M-059

Smooth wheeled tandem roller 6-8 tonnes

hour

3.00x0.65*

1144.00

2230.80

P&M-045

tonne

1.987

55132.00

109558.31

M-074

tonne

7.728

55132.00

426060.10

M-074

37.5 - 25 mm @ 23 per cent

cum

28.440

1011.94

28779.57

M-049

25 - 10 mm @ 15 per cent

cum

18.550

1103.60

20471.78

M-046

10- 5 mm @ 20 per cent

cum

24.730

1078.94

26682.19

M-040

Below 5 mm @40 per cent

cum

49.460

992.30

49079.16

M-030

tonne

5.520

5000.00

27600.00

M-081

Machinery

Material

i) Bitumen A bitumen content is 4.5 per cent bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60 per cent of normal requirement. In a mix of 276 tonnes, 82.8 tonne is reclaimed and balance 193.2 tonne is fresh mix. Bitumen required for reclaimed mix of 82.8 tonne @ 60 per cent = 82.8 x 0.60 x0.04 = 1.99 Bitumen required for fresh mix of 193.2 tonnes = 193.2 x 0.04 = 7.73 ii) Aggregates Percentage of mix requiring fresh aggregates - 70 per cent Weight of fresh mix = 276 x 0.70 = 193.2 tonne Weight of fresh aggregate in the mix = 193.2 x 0.96 = 185.47 tonne Taking average density of 1.5 tonnes/cum, total volume of aggregate = 123.65 cum. Size wise requirement of fresh aggregates

Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne d)


e)


78423.02 86265.32

Cost for 120 cum of DBM = a+b+c+d+e

948918.49


7907.65 say

Note

5.17

518

Although the total rolling time is only 4 hours as per norms, all the three rollers have to be available at site for 3 hours each to match with the output of re-cycling plant. To cater for their idling time, these have been multiplied with a factor of 0.65. Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing. Page 20 of 264

7908.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Unit = sqm Taking output = 10500 sqm a) Labour

b)

c)

Mate

day

0.120

151.44

18.17

L-12

Mazdoor

day

3.000

136.69

410.07

L-13


hour

6.000

357.00

2142.00

P&M-031


hour

6.000

319.00

1914.00

P&M-001

Bitumen emulsion pressure distributor @ 1750 sqm per hour Material

tonne

6.000

1073.00

6438.00

P&M-004

Bitumen emulsion @ 0.75 kg per sqm

tonne

7.880

49915.00

393330.20

Machinery

d)


e)


M-077

40425.24 44467.77


489145.46


46.59 say

47.00

1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour

b)

Mate

day

0.160

151.44

24.23

L-12

Mazdoor for precoating of grit

day

4.000

136.69

546.76

L-13

cum

26.250

867.00

22758.75

M-024

tonne

0.790

49915.00

39432.85

M-077

Material Crushed stone grit 3 mm size @ 3.75 kg per sqm Bitumen emulsion for precoating grit @ 2 per cent of grit,39.38 x 0.02

62762.59 5.98 say 5.18

519

6.00

Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. Unit = cum Taking output = 205 cum (450 tonne) (i)

Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent

By weight of total mix

Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 19 mm to 9.5 mm25 per cent 9.5 mm to 6 mm29 per cent 6 mm to 0.075 mm 36 per cent a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor

day

16.000

136.69

2187.04

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Electric generator 125 KVA

hour

6.000

3661.20

21967.20

P&M-077

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery


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

c)

110.60 hour

6.000

2674.00

16044.00

P&M-034

Pneumatic tyred roller 12-15 tonnes

hour

6.00x0.65*

1243.00

4847.70

P&M-037

Smooth wheeled steel tandem roller 6-8 tonnes

hour

6.00x0.65*

1144.00

4461.60

P&M-045

tonne

36.000

49915.00

1796940.00

Material Bitumen emulsion @ 8 per cent Page 21 of 264

M-077

Sr No

Ref. to MoRTH Spec.

Description

Unit

Filler (lime)@ 2 per cent

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

tonne

9.000

4500.00

40500.00

M-188

Aggregates size 19 to 9.5 mm - 450 x 0.25 x 1/1.5

cum

75.000

1103.60

82770.00

M-045

Aggregates size 9.5 to 6 mm - 450 x 0.29 x 1/1.5

cum

87.000

1078.94

93867.78

M-040


cum

108.000

992.30

107168.40

M-030

d)


e)


218166.90 239983.59


2639819.45


12877.17 say

12877.00

(Applicable to cases I to IV) Note

1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65

5.18

(ii)

Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 35 per cent a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor

day

16.000

136.69

2187.04

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing average output of 75 tonnes per hour Electric generator 125 KVA

hour

6.000

3661.20

21967.20

P&M-077

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery



c)

110.60 hour

6.000

2674.00

16044.00

P&M-034


hour

6.00x0.65*

1243.00

4847.70

P&M-037

Smooth wheeled steel tandom roller 6-8 tonnes

hour

6.00x0.65*

1144.00

4461.60

P&M-045

Bitumen emulsion @ 8 per cent

tonne

36.000

49915.00

1796940.00

M-077


tonne

9.000

4500.00

40500.00

M-188


cum

75.000

956.33

71725.00

M-048

Aggregates size 19 to 6 mm - 450 x 0.3 x 1/1.5

cum

90.000

1000.67

90060.00

M-047


cum

105.000

992.30

104191.50

M-030

Material

d)


e)


216383.93 238022.32


2618245.54


12771.93 say

Note


5.18

(iii)

Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Page 22 of 264

12772.00

Sr No

Ref. to MoRTH Spec.

Description Composition of mix (450 tonne) under:Cutback bitumen 5 per cent Filler (lime)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

is assumed to be as

2 per cent

Total aggregates 93 per cent Proportion of aggregates 19 mm to 9.5 mm26 per cent 9.5 mm to 6 mm31 per cent 6 mm to 0.075 mm 36 per cent a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor

day

16.000

136.69

2187.04

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing average output of 75 tonnes per hour Electric generator 125 KVA

hour

6.000

3661.20

21967.20

P&M-077

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery



c)

110.60 hour

6.000

2674.00

16044.00

P&M-034


hour

6.00x0.65*

1243.00

4847.70

P&M-037


hour

6.00x0.65*

1144.00

4461.60

P&M-045

Cutback bitumen @ 5 per cent

tonne

22.500

47937.00

1078582.50

M-076


tonne

9.000

4500.00

40500.00

M-188


cum

78.000

1103.60

86080.80

M-045

Aggregates size 9.5 to 6 mm - 450 x 0..31 x 1/1.5

cum

93.000

1078.94

100341.42

M-040


cum

108.000

992.30

107168.40

M-030

Material

d)


e)


147309.59 162040.55


1782446.05


8694.86 say

Note

8695.00


5.18

(iv)

Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Cutback bitumen 5 per cent Filler2 per cent Total aggregates 93 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 38 per cent a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor

day

16.000

136.69

2187.04

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Drum mix plant for cold mixes 60-90 tonne per hour producing output of 75 tonnes per hour Electric generator 125 KVA

hour

6.000

3661.20

21967.20

P&M-077

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery


Page 23 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit


c)

Quantity

Rate Rs

Cost Rs 110.60

hour

6.000

2674.00

16044.00

P&M-034

Pneumatic tyred roller 12-15 tonnes.

hour

6.00x0.65*

1243.00

4847.70

P&M-037


hour

6.00x0.65*

1144.00

4461.60

P&M-045

Cutback bitumen on @ 5 per cent

tonne

22.500

47937.00

1078582.50

M-076


tonne

9.000

4500.00

40500.00

M-188


cum

75.000

956.33

71725.00

M-048

Aggregates size 19 to 6 mm - 450 x 0.3 x 1/1.5

cum

90.000

1000.67

90060.00

M-047

Aggregates size 6 to 0.075 mm - 450 x0.38 x 1/1.5

cum

114.000

992.30

113122.20

M-030

Material

d)


e)


145441.25 159985.37


1759839.11


8584.58 say

Note

Remarks/ Input ref.

8585.00


5.19

520

Sand Asphalt Base Course Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing. Unit = cum Taking output = 205 cum (450 tonne) a) Labour

b)

Mate

day

0.840

151.44

127.21

L-12

Mazdoor

day

16.000

136.69

2187.04

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Hot Mix Plant of appropriate capacity but not less than 75 tonnes/hour Electric generator set 250 KVA

hour

6.000

13842.00

83052.00

P&M-023

hour

6.000

1906.88

11441.25

P&M-081


hour

6.000

806.00

4836.00

P&M-017

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery



c)

110.60 hour

6.000

2674.00

16044.00

P&M-034

smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.

hour

6.00x0.65

460.00

1794.00

P&M-044

hour

6.00x0.65

1541.00

6009.90

P&M-059

Finish rolling with 6-8 tonnes smooth wheeled tandom rollers. Material

hour

6.00x0.65

1144.00

4461.60

P&M-045

Bitumen@ 5 per cent

tonne

22.500

55132.00

1240470.00

M-074


tonne

9.000

4500.00

40500.00

M-188

cum

288.620

828.00

238977.36

M-004

Composition of mix (450 tonne) under:Density 2.20 tonne per cum

is assumed to be as

Weight450 tonne Bitumen5 per cent Filler2 per cent Sand of size 4.75 to 0.075 mm 93 per cent

Sand of size 4.75 to 0.075 mm - 450 x 0.93 x 1/1.5 d)


e)



165194.04 181713.44 1998847.88


9750.48 Page 24 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs say

Note

1. Tack coat will be measured and paid separately 2. 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 this roller, their usage rates has been multiplied by a factor of 0.65

5.20

521

Modified Binder Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC:SP: 53 blending of modifier with bitumen to be done either at the refinery or at central unit with all facilities by proper industrial process, is essential. Unit = tonne The use of modified binder is expected to result in an extended service life of bituminous pavements subject to heavy traffic loads in extreme climatic conditions, thus justifying the entire cost of adding modifiers/fibres. Other advantages include lower temperature susceptibility, higher resistance to aging, higher fatigue life, higher resistance to cracking and better adhesion between aggregates and binder. Detailed information and inductive dose level on the use of polymer modified binder is available in IRC : SP-53 / 2002. A number of proprietary products are now available in the market. For such proprietary products, test reports and cost effectiveness should be the basis for their selection in road works. The modifier, in the required quantity shall be blended at the refinery or at central unit with all facilities by proper industrial process, is essential. If supplied in drums it shall be agitated in melted condition with suitable device for achieving homogeneity Proposals to use glass fibre, polypropylene fibres or any other similar material in a bituminous mixture should be substantiated, complete with all details including test results, manufacturer's recommendations for addition or means of incorporating the fibres, homogeneously, without segregation, into the mixture. Before agreeing to the use of a fibre, it should have been proved to be satisfactory in use under circumstances, similar to the work, elsewhere or it would have under gone appropriate performance trials. Documented evidence of use and trials of the fibre, in any country having conditions similar to Indian will be acceptable.

Note

where information on use of trials is inadequate or lacking, trials may be required to be under taken before agreeing to the use of the fibre. 1. The modified binder is usually manufactured by specialised firms as a proprietary product. The rate for this product is required to be as certained from the market. 2.The specifications for various item of road works using polymer/rubber modified bitumens are same as those for penetration grade bitumen except those for any special conditions which the manufacturer may indicate 3.The other controls during mixing, laying shall be same as specified in IRC - 14, 29, 94 and 95 for open graded premix carpet, bituminous concrete, DBM and SDBC respectively 4.The temperature of mixing and rolling will be slightly higher than conventional bituminous mixes as indicated in Table 8 of IRC: SP: 53 - 2002

5.21

522

Crack Prevention Courses (i)

Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Page 25 of 264

`

9750.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Unit = sqm Taking output = 10500 sqm a) Labour

b)

c)

Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13


hour

6.000

357.00

2142.00

P&M-031


hour

6.000

319.00

1914.00

P&M-001


hour

6.000

1073.00

6438.00

P&M-004

Hydraulic Chip spreader

hour

6.000

2635.00

15810.00

P&M-025

Smooth wheeled road roller 8-10 tonne

hour

6.000

460.00

2760.00

P&M-044

tonne

9.450

38740.00

366093.00

M-078

cum

105.000

969.00

101745.00

M-050

Machinery

Material Modified binder Crushed stone aggregates 5.6 mm size

d)


e)


49775.85 54753.43


602287.77


57.36 say

5.21

(ii)

57.00

Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Unit = sqm Taking output = 10500 sqm a) Labour

b)

c)

Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13


hour

6.000

357.00

2142.00

P&M-031

Air compressor 250 cfm capacity

hour

6.000

319.00

1914.00

P&M-001


hour

6.000

1073.00

6438.00

P&M-004


hour

6.000

2635.00

15810.00

P&M-025


hour

6.000

460.00

2760.00

P&M-044

tonne

11.550

38740.00

447447.00

M-078

cum

105.000

1005.00

105525.00

M-051

Machinery

Material Modified binder Crushed stone chipping 11.2 mm size

d)


e)


58289.25 64118.17


705299.91


67.17 say

5.21

(iii)

67.00

Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Unit = sqm Taking output = 10500 sqm a) Labour

b)

Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15


hour

6.000

357.00

2142.00

P&M-031


hour

6.000

319.00

1914.00

P&M-001

Machinery

Page 26 of 264

Sr No

Ref. to MoRTH Spec.

Description

c)

Unit

Quantity

Rate Rs

Cost Rs


hour

6.000

1073.00

6438.00

P&M-004


hour

6.000

2635.00

15810.00

P&M-025


hour

6.000

460.00

2760.00

P&M-044

tonne

15.750

38740.00

610155.00

M-078

cum

126.000

1005.00

126630.00

M-051

Material Modified binder Crushed stone aggregates 11.2 mm size

d)


e)


76703.49 84373.84


928112.19


88.39 say

Note 5.21

(iv)

Remarks/ Input ref.

88.00

In case 2nd coat is also required to be provided, material provided for the 2nd coat shall be as per table 500-47. Case - IV : Bitumen impregnated geotextile Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 703.4.5 Unit = sqm Taking output = 3500 sqm a) Labour

b)

Mate

day

0.560

151.44

84.81

L-12

Mazdoor

day

12.000

136.69

1640.28

L-13

Mazdoor skilled

day

2.000

164.69

329.38

L-15


hour

2.800

357.00

999.60

P&M-031


hour

2.800

319.00

893.20

P&M-001

tonne

2.000

1073.00

2146.00

P&M-004

hour

2.000

1243.00

2486.00

P&M-037

tonne

3.680

56122.00

206528.96

M-075

sqm

3850.000

37.25

143412.50

M-108

Machinery

Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller c)

Material Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 per cent for overlaps

d)


e)


35852.07 39437.28


433810.08


123.95 say

124.00

NOTE As bitumen overlay construction shall follow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m wide carriagway. This can be conveniently overlaid by a bitumenious course in a day 5.22

519.3

Recipe Cold Mix Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3 Unit = cum Taking output = 205 cum (450 tonnes) (i)

75 mm thickness a) Labour

b)

Mate

day

1.000

151.44

151.44

L-12

Mazdoor

day

12.000

136.69

1640.28

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Electric generator 125 KVA

hour

6.000

25594.50

153567.00

P&M-064

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

Paver finisher hydrostatic with sensor control @ 75 cum per hour

hour

6.000

2674.00

16044.00

P&M-034

Machinery

Page 27 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit


tonne.km

Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller12-15 tonnes.

c)

Quantity 450 x L

Rate Rs

Cost Rs

2.46

Lead =1 km & P&M058

110.60 hour

6.00x0.65*

1243.00

4847.70

P&M-037

Smooth wheeled steel roller6-8 tonnes.

hour

6.00x0.65*

460.00

1794.00

P&M-044


hour

1.000

200.00

200.00

P&M-060

tonne

20.250

49915.00

1010778.75

M-077

cum

297.000

916.00

272052.00

M-055

KL

6.000

10.00

60.00

M-189

Material Bitumen emulsion @ 45 litres per tonne Crushed stone aggregates 40 mm nominal size Cost of water

d)


e)


147192.32 161911.55


1781027.08


8687.94 say

Note

1105.99

Remarks/ Input ref.

8688.00

(Case I to III) 1. These mixes are considered suitable for minor repair work and temporary road surface improvement. 2. In case concrete mixtures are required to be used for mixing, a number of these will be needed to match the capacity of road rollers. 3. Tack coat, where provided, will be measured and paid separately. *4.Both the rollers have to be available at site to match with the output of batch mixing plant and paver finisher. A multiplying factor of 0.65 has been adopted to cater for the idling period of road rollers.

5.22

(ii)


b)

Mate

day

1.000

151.44

151.44

L-12

Mazdoor

day

12.000

136.69

1640.28

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Batch type cold mixing plant100-120 TPH capacity producing an average output of 75 tonne per hour Electric generator 125 KVA

hour

6.000

25594.50

153567.00

P&M-064

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

hour

6.000

2674.00

16044.00

P&M-034

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

Machinery

Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller 12-15 tonnes.

c)

110.60 hour

6.00x0.65*

1243.00

4847.70

P&M-037

Smooth wheeled steel roller 6-8 tonnes.

hour

6.00x0.65*

460.00

1794.00

P&M-044


hour

1.000

200.00

200.00

P&M-060

tonne

31.500

49915.00

1572322.50

M-077

cum

287.000

1028.00

295036.00

M-052

KL

6.000

10.00

60.00

M-189


d)


e)


205645.10 226209.61


2488305.66


12138.08 say

5.22

(iii)

12138.00


b)

Mate

day

1.000

151.44

151.44

L-12

Mazdoor

day

12.000

136.69

1640.28

L-13

Mazdoor skilled

day

5.000

164.69

823.45

L-15

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Electric generator 125 KVA

hour

6.000

25594.50

153567.00

P&M-064

hour

6.000

652.00

3912.00

P&M-018


hour

6.000

806.00

4836.00

P&M-017

Machinery

Page 28 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity

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

c)

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

hour

6.000

2674.00

16044.00

P&M-034

tonne.km

450 x L

2.46

1105.99

Lead =1 km & P&M058

110.60 hour

6.00x0.65*

1243.00

4847.70

P&M-037

Smooth wheeled steel roller

hour

6.00x0.65*

460.00

1794.00

P&M-044


hour

1.000

200.00

200.00

P&M-060

tonne

38.250

49915.00

1909248.75

M-077

cum

270.000

969.00

261630.00

M-050

KL

6.000

10.00

60.00

M-189


d)


e)


235997.12 259596.83


2855565.16


13929.59 say

Page 29 of 264

13930.00

CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH Sr No

Ref. to MoRTH Spec.

7.1

702

Description

Unit

Rate Rs

Cost Rs

Remarks/ Input ref.

Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling Unit = Running metre Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Geonets Geomembrane Geotextile Add 2 per cent cost of material for miscellaneous items like synthetic cord c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per metre = a+b+c+d Note

7.2

Quantity

702.4

day day day

0.040 0.250 0.500

151.44 164.69 136.69

6.06 41.17 68.35

L-12 L-15 L-13

sqm sqm sqm

1.000 1.000 2.000

607.00 607.00 37.25

607.00 607.00 74.50 25.77

M-107 M-106 M-108

say

142.98 157.28 1730.11 1730.00

Surplus excavated material to be used at site. Hence seprate cost for disposal not added. Narrow Filter Sub-Surface Drain Construction of a narrow filter subsurface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Unit = Running metre length Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Perforated geosynthetic pipe 150 mm dia Geotextile filter fabric Add 2 per cent cost of material for miscellaneous item like synthetic cord c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per metre = a+b+c+d

day day day

0.040 0.250 0.500

151.44 164.69 136.69

6.06 41.17 68.35

L-12 L-15 L-13

metre sqm

1.000 1.250

182.00 37.25

182.00 46.56 4.57

M-134 M-109

say Note

Surplus excavated material to be used at site. Hence Separate cost for disposal not added.

Page 1 of 264

34.87 38.36 421.94 422.00

Sr No

Ref. to MoRTH Spec.

7.3

703

Description

Unit

Quantity

Rate Rs

Cost Rs

Laying Paving Fabric Beneath a Pavement Overlay Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface Unit = sqm Taking output = 2800 sqm a) Labour Mate Mazdoor b) Machinery Road sweeper 1250 sqm per hour Pneumatic roller 14 tonnes 2000 sqm per hour Bitumen pressure distributor 1750 sqm per hour c) Material Paving Fabric Paving Bitumen 80-100 c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 2800 sqm = a+b+c+d+e Rate per sqm =(a+b+c+d+e)/2800

day day

0.800 20.000

151.44 136.69

121.15 2733.80

L-12 L-13

hour hour hour

2.240 1.400 1.680

357.00 1243.00 1073.00

799.68 1740.20 1802.64

P&M-031 P&M-037 P&M-004

sqm tonne

2940.000 2.800

225.00 56122.00

661500.00 157141.60 82583.91 90842.30 999265.28 356.88 356.88

say 7.4

704

Remarks/ Input ref.

M-133 M-075

Laying Boulder Apron in Crates of Synthetic Geogrids Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design. Unit = cum Taking output = 3.00 cum a) Labour

b)

Mate

day

0.060

151.44

9.09

L-12

Mazdoor skilled

day

0.500

164.69

82.35

L-15

Mazdoor

day

1.500

136.69

205.04

L-13

Geo grids

sqm

21.000

607.00

12747.00

M-105

Connectors/ Staples

each

50.000

61.00

3050.00

M-085

metre

20.000

364.00

7280.00

M-140

Stones with minimum size of 200 mm

cum

3.450

494.68

1706.65

M-003

Stones spall for filling voids

cum

0.450

921.00

414.45

M-008

Material

Polymer braids

c)


d)


2549.46 2804.40


30848.42

Rate per cum = (a+b+c+d)/ 3

2372.96 say

7.5

3100

Reinforced Earth Structures Reinforced earth Structures have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). Page 2 of 264

2373.00

Sr No

Ref. to MoRTH Spec.

Description b)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Facia material and its placement.

c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall. Each component is analysed separately as under: considering Average height of wall = 8 m. 7.5

3102

(i)

Assembling, joining and laying of reinforcing elements.

A

With reinforcing element of steel / Aluminium strips / polymeric strips. Unit = Running Metre Taking Output = 450 m a)

b)

Labour Mate

day

0.360

151.44

54.52

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Mazdoor skilled

day

3.000

164.69

494.07

L-15

metre

450*1.1

364.00

180180.00

M-154

metre

450*1.1

364.00

180180.00

M-153

metre

450*1.1

364.00

180180.00

M-157

metre

450*1.1

364.00

180180.00

M-156

metre

450*1.1

364.00

180180.00

M-155

Material

@ Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.Galvanised carbon steel strips or 2.Copper Strips or 3.Aluminium Strips or 4.Stainless steel strips or 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips @ Any one of the above alternative may be adopted as per approved design. Add 10 per cent of the cost of reinforcing strip towards accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps, heat bonding or extension. Type 1

1.Galvanised carbon steel strips c)


d)


18154.87 18154.87

Cost of 450 m = a+b+c+d

217858.47

Rate per metre =(a+b+c+d)/450

484.13 say

Type 2

c)


d)


18154.87 18154.87


217858.47


484.13 say

Type 3

484.00

3.Aluminium Strips c)


d)


18154.87 18154.87


217858.47


484.13 say

Type 4

484.00

2.Copper Strips

484.00

4.Stainless steel strips c)


d)


18154.87 18154.87


217858.47


484.13 say Page 3 of 264

484.00

Sr No

Ref. to MoRTH Spec.

Description Type 5

Unit

Quantity

Rate Rs

Cost Rs

5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips c) Overhead charges @ 0.1 on (a+b) d)

18154.87


18154.87


217858.47


484.13 say

7.5(i)

B

Remarks/ Input ref.

484.00

With reinforcing elements of synthetic geogrids Unit = sqm Taking output = 300 sqm a)

b)

Labour Mate

day

0.360

151.44

54.52

L-12

Mazdoor

day

6.000

136.69

820.14

L-13

Mazdoor skilled

day

3.000

164.69

494.07

L-15

sqm

300.000

607.00

182100.00

Material Synthetic Geogrids as per clause 3102.8 and approved design and specifications. Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geogrids.

18210.00

c)


d)


20167.87 22184.66

Cost of 300 sqm of Synthetic geogrids = a+b+c+d

244031.26

Rate per sqm = (a+b+c+d)/ 300

813.44 say

7.5

3104

(ii)

M-181

813.00

Facing elements of RCC Unit = sqm Taking output = 75 sqm a)

b)

Labour Mate

day

0.180

151.44

27.26

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Mazdoor skilled

day

1.500

164.69

247.04

L-15

hour

6.000

357.00

2142.00

P&M-013

cu.m

13.500

3952.00

53352.00

Item 12.8 (H)

tonnes

0.380

65101.00

Machinery Light crane with lifting capacity upto 3 tonne

c)

Material Pre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H)) HYSD steel @ 5 kg / sqm (Refer Item 12.6)

Add 2 per cent of cost of facia pannels, for all necessary temporary form work, scaffolding and provision of loops/lugs for lifting of pannels and joining the reinforcing elements. d)


e)

Contractor's profit @ 0.1 on (a+b+d)

1561.81

282.64 310.90


83072.09

Rate per sqm = (a+b+c+d+e)/ 75

1107.63 say

Note

24738.38 Item 13.6

1.The specification and construction details to be adopted shall be as per section 3100 of MoRTH Specification. 2.Drainage arrangement shall be made as per approved design and drawings. 3.The quantity of filler media shall be calculated as per approved design and specifications and shall be priced separately.The rate for same to be adopted from chapter 15.

Page 4 of 264

1108.00

Ref. to MoRTH Spec.

Sr No

Description

Unit

4.Excavation for foundation including foundation concrete and groove in the foundation for seating of bottom most facia panel and capping beam to be calculated as per design and priced separately. The rates for excavation and foundation concrete shall be taken from the chapter 12 & 13 in bridge section. 5.The earth fill to be retained is not included in this analysis. The same is to be worked out and provided separately complete as per clause 305. ,

6.For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH Specification. 7.Length of reinforcing strips will vary with the height of wall and will be as per approved design and drawings. 8.The type of reinforcing elements to be adopted shall be as per approved design and specifications. 9.The market rate for supply of reinforcing elements and their accessories are to be ascertained from reputed firms in the field of earth reinforcement. 10.The earth fill material shall be clean, free draining, granular with high friction and low cohesion, non-corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall be of specified PH value. 11.Capping beam is to be priced separately as per approved design. The rate for cement concrete shall be taken from the chapter of sub-structure in bridge section. 12.The cost of reinforced earth retaining wall shall include following: (I) Excavation for foundation including backfilling. (ii) Foundation concrete as per approved design. (iii) Cost of facial pannels and their erection . (iv) Cost of reinforcing elements including their fixing and joining with the facial pannels. (v) Drainage arrangement including filter media as per approved design and drawings. 13. The compacted earth filling to be retained shall form part of embankment.

Page 5 of 264

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Sr No 8.1

Ref. to MoRTH Spec. 408

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

A.

B

Unit = Running metre Taking output = 360 metre Using Concrete Mixer Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base= 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete mixer 0.48/0.28 cum capacity Water tanker6 KL capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Using Concrete Batching and Mixing Plant Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base = 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete batching and mixing plant @ 15 cum/hr. Water tanker6 KL capacity Tipper 5.5 cum capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360

day day day

0.720 2.000 16.000

151.44 223.36 136.69

109.04 446.72 2187.04

L-12 L-11 L-13

hour hour hour

6.000 12.000 5.000

310.00 233.00 200.00

1860.00 2796.00 1000.00

P&M-029 P&M-009 P&M-060

cum

21.790

1028.00

22400.12

M-053

cum tonne KL

10.900 5.700 30.000

710.46 5000.00 10.00

M-005 M-081 M-189

say

7744.01 28500.00 300.00 6734.29 7407.72 81484.95 226.35 226.00

day day day

0.120 1.000 2.000

151.44 223.36 136.69

18.17 223.36 273.38

L-12 L-11 L-13

hour hour hour hour

6.000 1.600 5.000 6.000

310.00 1860.00 200.00 339.00

1860.00 2976.00 1000.00 2034.00

P&M-029 P&M-003 P&M-060 P&M-048

cum

21.790

1028.00

22400.12

M-053

cum tonne KL

10.900 5.700 30.000

828.00 5000.00 10.00

9025.20 28500.00 300.00 6861.02 7547.13 83018.38 230.61 231.00

M-004 M-081 M-189

say 8.2

408

Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 A

Using Concrete Mixer Unit = Running metre Taking output = 300 metre length Cement Concrete Page 1 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)

b)

c)

Labour Mate

day

0.720

151.44

109.04

Mason

day

2.000

223.36

446.72

L-11

Mazdoor

day

16.000

136.69

2187.04

L-13

Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete mixer 0.48/0.28

hour

6.000

310.00

1860.00

P&M-029

hour

16.000

233.00

3728.00

P&M-009


hour

6.000

200.00

1200.00

P&M-060

Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent

cum

36.590

1028.00

37614.52

M-053

cum

18.300

710.46

13001.42

M-005

Cement 10 per cent

tonne

9.010

5000.00

45050.00

M-081

KL

36.000

10.00

360.00

M-189

Cost of water d)


e)


L-12

10555.67 11611.24

Cost for 360 meter = a+b+c+d+e

127723.65


425.75

Add 1 % labour Cess

4.26 430.00 say

8.2

B

430.00

Using Concrete Batching and Mixing Plant Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)

b)

c)

Labour Mate

day

0.120

151.44

18.17

Mason

day

1.000

223.36

223.36

L-11

Mazdoor

day

2.000

136.69

273.38

L-13

Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete batching and mixing plant @ 15 cum/hr.

hour

6.000

310.00

1860.00

P&M-029

hour

2.700

1860.00

5022.00

P&M-003


hour

6.000

200.00

1200.00

P&M-060

Tipper of 5.5 cum capacity

hour

6.000

339.00

2034.00

P&M-048

Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent

cum

36.590

1028.00

37614.52

M-053

cum

18.300

828.00

15152.40

M-004

Cement 10 per cent

tonne

9.010

5000.00

45050.00

M-081

KL

36.000

10.00

360.00

M-189

Cost of water d)


e)


10880.78 11968.86

Cost for 300 meter = a+b+c+d+e

131657.48


438.86 say

8.3

801

Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (i)

Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) Details for 100 letters of 16 cm height i.e. 1600 cm Unit = per cm height per letter a)

Labour Page 2 of 264

439.00

L-12

Sr No

Ref. to MoRTH Spec.

Description

b)

Unit

Quantity

Rate Rs

Cost Rs

Mate

day

0.120

151.44

18.17

L-12

Painter

day

2.000

223.36

446.72

L-18

Mazdoor

day

1.000

136.69

136.69

L-13

Litre

0.700

192.81

134.97

M-131

Material Paint

c)


d)


73.65 81.02

Cost for 1600 cm = a+b+c+d

891.23

Rate per cm height per letter = (a+b+c+ d)/1600

0.56 say

8.3

(ii)

Remarks/ Input ref.

0.60

English and Roman Hyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height. i.e.1600 cm Unit = per cm height per letter a)

b)

Labour Mate

day

0.070

151.44

10.60

L-12

Painter Ist class

day

1.250

223.36

279.20

L-18

Mazdoor

day

0.500

136.69

68.35

L-13

Litre

0.500

192.81

96.41

M-131

Material Paint

c)


d)


45.46 50.00

Cost for 1600 cm = a+b+c+d

550.01

Rate per cm height per letter = (a+b+c +d)/1600 8.4

801

0.34 say

0.30

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Unit = Each Taking output = one traffic sign

a)

b)

i)

Excavation for foundation

cum

0.216

138.00

29.81

ii)

Cement concrete M15 grade

cum

0.120

4228.00

507.36

iii)

Painting angle iron post two coats

sqm

0.430

46.00

19.78

Item No. 3.13 Item 12.8 (A) Item 8.9

Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.250

136.69

34.17

L-13

kg

19.000

45.00

855.00

M-179 / 1000

sqm

0.350

6064.00

2122.40

M-061

sqm

0.156

6064.00

945.98

M-061

sqm

0.283

6064.00

1716.11

M-061

sqm

0.480

6064.00

2910.72

M-061

sqm

0.270

6064.00

1637.28

M-061

sqm

0.360

6064.00

2183.04

M-061

Labour (For fixing at site)

Material Mild steel angle iron 75 x 75 x 6 mm

(i)

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable Add 2 per cent of cost of angle iron towards cost of drilling holes, nuts, bolts etc. 90 cm equilateral triangle or

( ii )

60 cm equilateral triangle or

( iii )

60 cm circular or

( iv )

80 mm x 60 mm rectangular or

(v)

60 cm x 45 cm rectangular or

(vi )

60 cm x 60 cm square Page 3 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

or ( vii )

90 cm high octagon c)

Tractor-trolley (i)

sqm

0.672

6064.00

4075.01

hour

0.010

282.50

2.83

d)


e)


301.59 331.75 4206.20 say

d)


e)


183.95 202.34 2782.74 say

d)


e)


260.96 287.06 3714.59 say

d)


e)


380.42 418.47 5160.07 say

d)


e)


253.08 278.39 3619.21 say

d)


e)


307.66 338.42 4279.58 say

4280.00

90 cm high octagon d)


e)


496.85 546.54

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)

Note

3619.00

60 cm x 60 cm square

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( vii )

5160.00

60 cm x 45 cm rectangular

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) (vi )

3715.00

80 mm x 60 mm rectangular

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) (v)

2783.00

60 cm circular

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( iv )

4206.00

60 cm equilateral triangle

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( iii )

P&M-053

90 cm equilateral triangle

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( ii )

M-061

Machinery

6568.86 say

6569.00

138.00

29.81

1.Any one area of aluminium sheeting given at (i) to (vii) may be adopted as per site requirement and in accordance with IRC : 67 2.Rate for excavation, cement concrete M-15 and painting may be taken from respective chapters 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.

8.5

801

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Unit = sqm Taking output = 0.9 sqm i) Excavation for foundation

cum Page 4 of 264

0.216

Item No. 3.13

Sr No

Ref. to MoRTH Spec.

Description

a)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

ii) Cement concrete M15 grade

cum

0.120

4228.00

507.36

iii) Painting angle iron post two coats

sqm

0.430

46.00

19.78

Item 12.8 (A) Item 8.9

Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.200

136.69

27.34

L-13

kg

19.000

45.00

855.00

sqm

0.900

6064.00

5457.60

M-179 / 1000 M-061

hour

0.020

282.50

5.65

P&M-053


b)

Material Mild steel angle iron 75 mm x 75 mm x 6 mm,2.85 metres long Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size 0.9 sqm Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. c) Machinery Tractor-trolley d)


e)


634.71 698.18

Cost for 0.9 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm (for sign having area upto 0.9 sqm) = (I+ii+iii+a+b+c+d+e)/0.90

Note

8.6

801

8236.94 9152.16 say

9152.00

I) Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M-15 and painting may be taken from respective chapters Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Unit = sqm Taking output = 1.50 sqm

a)

i)

Excavation for foundation

cum

0.430

138.00

59.34

ii)

Cement concrete M15 grade

cum

0.240

4228.00

1014.72

iii)

Painting angle iron post 2 coats

sqm

0.860

46.00

39.56


Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.300

136.69

41.01

L-13

kg

38.000

45.00

1710.00

sqm

1.500

6064.00

9096.00


b)

Material Mild steel angle iron 75 mm x 75 mm x 6 mm, 2.85 metres long, 2 nos Aluminium sheeting fixed with encapsulated lens type reflective sheeting Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc.

Page 5 of 264

M-179 / 1000 M-061

Sr No

Ref. to MoRTH Spec.

Description c)

Unit

Quantity

Rate Rs

Cost Rs


hour

d)


e)


0.020

282.50

802

P&M-053

1193.53 14242.49 15824.99 say

8.7

5.65 1081.17

Cost for 1.5 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm ( for sign having area more than 0.9 sqm) = ( i+ii+iii+a+b+c+d+e)/1.50

Note

Remarks/ Input ref.

15825.00

i) Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M-15 and painting may be taken from respective chapters Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans

A

Truss and Vertical Support Unit = tonne Taking output = 1 tonne a)

Labour Mate

day

0.240

151.44

36.35

L-12

Blacksmith

day

2.000

264.50

529.00

L-02

Mazdoor including for handling & fixing at site.

day

4.000

136.69

546.76

L-13

tonne

1.050

54574.00

57302.70

b)

Material Aluminium alloy/galvanised steel including 5 per cent wastage Add 1 per cent on cost of material for nuts, bolts and drilling and welding consumables Add 15 per cent on cost of material for fabrication of trusses as per approved design c) Machinery

573.03 8681.36


hour

3.000

357.00

1071.00

P&M-013

Truck

hour

0.500

315.27

157.64

P&M-057

d)


e)


6889.78 7578.76

Rate per tonne = (a+b+c+d+e)

83366.37 say

8.7

B

M-060

83366.00

Aluminium Alloy Plate for Over Head Sign Unit = sqm Taking output = 1 sqm a)

Labour Mate

day

0.020

151.44

3.03

L-12

Blacksmith

day

0.100

264.50

26.45

L-02

Mazdoor

day

0.150

136.69

20.50

L-13

sqm

1.000

425.00

425.00

M-059

b)

Material Aluminium alloy plate,2 mm thick, fixed with high intensity grade sheeting vide clause 801.3 Miscellaneous Add 1 per cent of cost of labour for lifting arrangement, like ladders, pulleys, ropes etc c) Overhead charges @ 0.1 on (a+b) d)

0.50 47.55


52.30

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

575.33 say

Note

1. The cost of excavation and foundation concrete for fixing of vertical support system to be worked out separately as per the approved drawing/design and to be included in the estimate.

Page 6 of 264

575.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

2. Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been included separately in this chapter.

Page 7 of 264

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

8.8

803

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a)

b)

Labour Mate

day

0.120

151.44

18.17

L-12

Painter

day

2.000

223.36

446.72

L-18

Mazdoor

day

1.000

136.69

136.69

L-13

Litre

6.000

117.16

702.96

M-132

Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1 per cent of labour cost where required Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 coats of painting.

c)


d)


7.03 65.23

137.68 151.45


1665.93


41.65

say 8.9

803

42.00

Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

0.030

151.44

4.54

L-12

Painter

day

0.450

223.36

100.51

L-18

Mazdoor

day

0.250

136.69

34.17

L-13

Litre

1.250

192.81

241.01

M-131

Material Paint ready mixed approved brand. Add @ 1 per cent on cost of material for scaffolding

2.41

Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 coats of painting.

19.01

c)


40.17

d)


44.18


486.01

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

48.60 say

8.10

803

49.00

Painting on Wood Surfaces Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

0.030

151.44

4.54

L-12

Painter

day

0.500

223.36

111.68

L-18

Mazdoor

day

0.200

136.69

27.34

L-13

Litre

1.500

192.81

289.22

M-131

Material Paint ready mixed of approved brand. Add @ 1 per cent on cost of material for scaffolding Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 coats of painting. Page 8 of 264

2.89 21.64

Sr No

Ref. to MoRTH Spec.

Description

Unit

c)


d)


Quantity

Rate Rs

Cost Rs 45.73 50.30


553.34


55.33 say

8.11

Remarks/ Input ref.

55.00

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work

803

Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i)

Over 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

0.090

151.44

13.63

L-12

Painter

day

0.550

223.36

122.85

L-18

Mazdoor

day

1.550

136.69

211.87

L-13

Litre

1.480

117.16

173.40

M-132

Material Road marking Paint as per IS :164

c)


d)


52.17 57.39


631.31

Rate per sqm= (a+b+c+d)/10 8.11

(ii)

63.13 say

63.00

Up to 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

0.070

151.44

10.60

L-12

Painter

day

0.350

223.36

78.18

L-18

Mazdoor

day

1.350

136.69

184.53

L-13

Litre

1.480

117.16

173.40

M-132

Material Road marking paint

c)


d)


44.67 49.14


540.51


54.05 say

8.12

54.00

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work

803

Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i)

Over 10 cm in width Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

0.060

151.44

9.09

L-12

Painter Ist class

day

0.300

223.36

67.01

L-18

Mazdoor

day

1.250

136.69

170.86

L-13

Litre

0.900

117.16

105.44

M-132

Material Road marking paint

c)


d)


35.24 38.76


426.41


42.64 say

8.12

(ii)

Up to 10 cm in width Page 9 of 264

43.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Unit = sqm Taking output = 10 sqm a)

b)

Labour Mate

day

0.070

151.44

10.60

L-12

Painter Ist class

day

0.350

223.36

78.18

L-18

Mazdoor

day

1.350

136.69

184.53

L-13

Litre

0.900

117.16

105.44

M-132

Material Road marking Paint

c)


d)


37.88 41.66

Cost for 10 sqm= a+b+c+d

458.29


45.83 say

8.13

46.00

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

803

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Unit = sqm Taking output = 640 sqm a)

b)

c)

Labour Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Road marking machine @ 80 sqm per hour

hour

8.000

93.00

744.00

P&M-043

Tractor-trolley

hour

8.000

282.50

2260.00

P&M-053

Litre

2000.000

150.00

300000.00

M-118

kg

200.000

75.00

15000.00

M-152

Machinery

Material Hot applied thermoplastic compound Reflectorising glass beads

d)


e)


31828.50 35011.34


385124.79

Rate per sqm = a+b+c+d+e)/640

601.76

Add 1 % labour Cess

6.02 607.78

Note

8.14

say

607.78

9935.80

1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine. Kilometre Stone

804

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i)

5th kilometre stone (precast) Unit = Nos. Taking output = 6 Nos. a)

M-15 grade of concrete

b)

Steel reinforcement @ 5 kg per sqm

c)

Excavation in soil for foundation

d) Painting two coats on concrete surface e) Lettering on km post (average 30 letters of 10 cm height each) Transportation and fixing f)

Item 12.8 (A) 1437.43 Item 13.6 / 1000 231.84 Item No. 3.13 394.00 Item 8.8

cum

2.350

4228.00

kg

22.080

65.10

cum

1.680

138.00

sqm per cm per letter

9.850

40.00

1800.000

0.30

540.00

Item 8.3

0.260

151.44

39.37

L-12

Labour Mate

day Page 10 of 264

Sr No

Ref. to MoRTH Spec.

Description

g)

Unit

Cost Rs

Remarks/ Input ref.

day

0.600

223.36

134.02

L-11

Mazdoor including loading/unloading

day

6.000

136.69

820.14

L-13

hour

6.000

282.50

1695.00

P&M-053

Machinery

h)

Overhead charges @ 0.1 on (f+g)

i)

Contractor's profit @ 0.1 on (f+g+h)

Cost for 6 Nos. 5th km stone = a+b+c+ d+e +f+g+h +i Rate for each 5th km stone = (a+b+c+ d+e +f+g+h +i ) 6 (ii)

Rate Rs

Mason

Tractor-trolley

8.14

Quantity

268.85 295.74 15792.19 /

2632.03 say

2632.00

15939.56

Ordinary kilometer stone (precast) Unit = Nos. Taking output = 14 Nos. a)


b)


c)


d) Painting two coats on concrete surface e) Lettering on km post ( average 12 letters of 10 cm height each) Transportation and fixing f)

g)

3.770

4228.00

kg

26.320

65.10

cum

2.770

138.00

sqm per cm per letter

11.410

40.00

1680.000

0.30

Item 8.3

L-12

day

0.320

151.44

48.46

Mason

day

1.000

223.36

223.36

L-11

Mazdoor

day

7.000

136.69

956.83

L-13

hour

6.000

282.50

1695.00

P&M-053

Machinery Overhead charges @ 0.1 on (f+g)

292.37 321.60 22533.30

Rate for each ordinary km stone = (a+b+ c +d+e+f+g+h+j) /14 (iii)

504.00

Mate

i) Contractor's profit @ 0.1 on (f+g+h) Cost for 14 Nos. ordinary km stone = (a+b+ c +d+e+f+g+h+i)

8.14


Labour

Tractor-trolley h)

cum

1609.52 say

1610.00

6680.24

Hectometer stone (precast) Unit = Nos. Taking output = 33 Nos. a)


b)


c)


cum

1.580

4228.00

kg

66.000

65.10

cum

1.390

138.00

6.270

40.00

330.000

0.30

d) Painting two coats on concrete surface sqm e) Lettering on km post (average 1 letter of 10 cm per cm per height each) letter Transportation and fixing f)

g)

Item 8.3

L-12

Mate

day

0.340

151.44

51.49

Mason

day

1.500

223.36

335.04

L-11

Mazdoor

day

7.000

136.69

956.83

L-13

hour

6.000

282.50

1695.00

P&M-053

Machinery Overhead charges @ 0.1 on (f+g)

303.84

i) Contractor's profit @ 0.1 on (f+g+h) Cost for 33 Nos. Hectometer stone = (a+b +c +d+e+f+ g+h+i) Rate for each Hectometer stone = (a+b +c +d+e+f+ g+h+i) 33

334.22 15194.94 460.45 say

Note

99.00

Labour

Tractor-trolley h)


The rate for excavation, cement concrete, steel reinforcement, painting and lettering may be taken from respective chapters. Page 11 of 264

460.00

Sr No

Ref. to MoRTH Spec.

8.15

805

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Unit = Each Taking output= 30 Nos. a)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor for fixing

day

1.000

136.69

136.69

L-13

each

30.000

834.40

25032.00

b)

Material Cost of approved type of delineators from ISI certified firm as per the standard drawing given in IRC - 79 Add 10 per cent cost of material for installation c)


d)


2503.20 2767.79 3044.57

Cost for 30 Nos. delineators = (a+b+ c+d)

33490.32

Rate per delineators = (a+b+c+d) /30

Note

8.16

806

M-091

1116.34 say

1116.00

5285.00

In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting Unit = Each Taking output = 57 Nos. a)

M-15 grade of the boundary stone

b)

Steel reinforcement

c)

Excavation in soil

d)

Lettering, each 10 cm high

cum

1.250

4228.00

kg

79.800

65.10

cum

10.720

138.00

per letter per cm high

2280.000

0.30


Transportation and fixing e)

f)

Labour Mate

day

0.570

151.44

86.32

L-12

Mazdoor

day

14.250

136.69

1947.83

L-13

hour

6.000

282.50

1695.00

P&M-053

cum

11.970

921.00

11024.37

M-008


g)

Material Stone spall

h)

Overhead charges @ 0.1 on (e+f+g)

1475.35

i) Contractor's profit @ 0.1 on (e+f+g+h) Cost for 57 Nos. boundary pillar = (a+b +c+d +e+ f+g+h+i )

1622.89 30495.18

Rate for each boundary pillar = (a+b+c+d+e+ f+g+h+i)/57

535.00 say

Note

8.17

807

In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. G.I Barbed Wire Fencing 1.2 Metre High

Page 12 of 264

535.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 Unit = per running metre Taking output = 30 metres a)

Labour Mate

day

0.090

151.44

13.63

L-12

Blacksmith

day

0.250

264.50

66.13

L-02

Mazdoor

day

2.000

136.69

273.38

L-13

kg

31.420

65.56

2059.90

M-063

kg

80.500

45.00

3622.50

M-179 / 1000

b)

Material Barbed wire 335 metres length @ 9.38 kg per 100 metres MS angle iron 40 mm x 40mm x 6 mm, 23 metres in length @ 3.5 kg per metre Add for GI staple binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts ( Rate as per item no. 8.9) d) Overhead charges @ 0.1 on (a+b) e)

113.65

sqm

2.110

46.00

676.41 7537.57


251.25 say

8.18

807

Item 8.9

614.92


Cost for 30 metres fencing = a+b+c+d+e

Note

97.06

251.00

Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 Unit = per running metre Taking output = 30 metres a)

b)

Labour Mate

day

0.120

151.44

18.17

L-12

Blacksmith

day

0.400

264.50

105.80

L-02

Mazdoor

day

2.500

136.69

341.73

L-13

kg

40.150

65.56

2632.23

M-063

kg

152.000

45.00

6840.00

M-179 / 1000

d)

Material Barbed wire 428 metres length @ 9.38 kg per 100 metres MS angle iron 50 mm x 50 mm x 6 mm,33.8 metres in length @ 4.5 kg per metre Add for GI staple, binding wire, drilling holes etc. @ 2 per cent of the cost of material Painting Applying two coats of painting on exposed surface of angle iron posts Overhead charges @ 0.1 on (a+b)

e)


c)

189.44

sqm

3.960

46.00

1012.74 1114.01

Cost for 30 metres fencing = a+b+c+d+e

12436.29

Rate per metre fencing = (a+b+c +d+e)/30

414.54 say

Page 13 of 264

182.16

415.00

Item 8.9

Sr No

Ref. to MoRTH Spec.

Description

Note

8.19

Suggest ive

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. Fencing With Welded Steel Wire Fabric 75 mm x 50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. Unit = Running metre Taking output = 30 m a)

b)

Labour Mate

day

0.120

151.44

18.17

L-12

Welder

day

1.000

264.50

264.50

L-02

Mazdoor

day

2.000

136.69

273.38

L-13

i) Angle iron for posts 50 x 50 x 6 mm

kg

106.000

45.00

4770.00

ii) Runner flat 50 x 5 mm

kg

26.000

45.00

1170.00

kg

151.000

61.00

9211.00

M-179 / 1000 M-179 / 1000 M-191

kg

293.000

28.25

P&M-053

368.00

Item 8.9

Material

iii) Welded steel wire fabric 75x50 mm mesh @ 4 kg/sqm,4 x 30 x 1.2 + 5 per cent wastage OR Welded steel wire fabric 75 x 25 mm mesh @ 7.75 kg/sqm, 7.75 x 30 x 1.2 + 5 per cent wastage Add 2.5 per cent of cost of material for drilling holes in angles, flats, splitting angle at bottom, nuts and bolts and welded consumables c)


d)

hour

0.100

282.50

sqm

8.000

46.00

Painting Painting two coats including priming

e)


f)

Contractor's profit @ 0.1 on (a+b+c+e)

1573.53 1730.88

Cost for 30 metre = a+b+c+d+e+f

19407.72

Rate per metre = (a+b+c+d+e+f)/30

Note

8.20

808

646.92 say

647.00

i) Adopt any one type of welded steel wire fabric 75 x 50 mm or 75 x 25 mm as per approved design. ii) The item of excavation and cement concrete in foundation shall be measured and paid separately Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) Painting of pipe iv) Painting of channel section 6 nos,1.8 metres each 0.2 x 1.8 x 6 = 2.16 a) Labour (For fixing at site)

b)

cum

1.296

138.00

178.85

cum

0.648

4228.00

2739.74

sqm

4.710

46.00

216.66


sqm

2.160

46.00

99.36

Item 8.9

Mate

day

0.010

151.44

1.51

L-12

Mazdoor

day

0.250

136.69

34.17

L-13

Plumber

day

0.010

264.50

2.65

L-02

metre

30.000

364.00

10920.00

Material Steel pipe 50 mm external dia as per IS:1239 Page 14 of 264

M-175

Sr No

Ref. to MoRTH Spec.

Description

Unit

Medium weight steel channel (ISMC series) 100 mm x 50 mm,10.8 metres length @ 9.2 kg per metre Add for drilling holes @ 2 per cent of cost of channels c)

kg

Quantity 99.360

Rate Rs

Cost Rs

45.00

M-179 / 1000

89.42


hour

d)


e)


0.040

282.50

11.30

P&M-053

1875.36 2062.89

Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e

22703.12

Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 8.21

4471.20

Remarks/ Input ref.

2270.31 say

2270.00

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level

808

Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M - 15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) RCC M - 20 for pre cast posts 6 nos of 1.8 metres each iv) Painting of pipe a)

b)

cum

1.296

138.00

178.85

cum

0.648

4228.00

2739.74

cum

0.320

5317.00

1701.44

sqm

4.710

46.00

216.66

Mate

day

0.014

151.44

2.12

L-12

Mazdoor

day

0.350

136.69

47.84

L-13

Plumber

day

0.010

264.50

2.65

L-02

metre

30.000

364.00

10920.00

hour

0.250

282.50

Labour

Material Steel pipe 50 mm dia as per IS:1239

c) d)


e)


70.63

P&M-053

1104.32 1214.76

Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e

18199.00

Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 809

M-175


8.22

Item No. 3.13 Item 12.8 (A) Item 14.1(A) Item 8.9

1819.90 say

1820.00

15951.00

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified Unit = Linear metre Taking output = 10 m (i)

a)

M 20 grade concrete cum

3.000

5317.00

Mate

day

0.040

151.44

6.06

L-12

Mazdoor

day

1.000

136.69

136.69

L-13

HYSD steel reinforcement including dowel bars

tonne

0.280

45000.00

12600.00

M-082

Pre-moulded asphalt filler board

sqm

0.320

425.00

136.00

M-144

M 20 grade concrete b)

c)

Item 14.1(A)

Labour

Material

d)

Overhead charges @ 0.1 on (b+c)

e)

Contractor's profit @ 0.1 on (b+c+d)

Cost for 10 metre = a+b+c+d+e

1287.87 1416.66 34687.71

Page 15 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs


3468.77 say

Note

8.23

810 A

Remarks/ Input ref.

3469.00

i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier 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 Unit = Running metre Taking output = 4.5 metre length a)

b)

Labour Mate

day

0.060

151.44

9.09

L-12

Blacksmith

day

0.500

264.50

132.25

L-02

Mazdoor

day

1.000

136.69

136.69

L-13

hour

0.100

282.50

28.25

P&M-053

kg

41.210

45.00

1854.45

kg

88.560

45.00

3985.20

kg

16.240

45.00

730.80

kg

20.000

64.07

1281.40

M-179 / 1000 M-179 / 1000 M-179 / 1000 M-130


c)

Material Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.33 m long,3 Nos @ 16.4 kg per metre Nuts and bolts Add 25 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d) Overhead charges @ 0.1 on (a+b+c) e)

1962.96 1012.11


1113.32

Cost for 4.5 metre = a+b+c+d+e

12246.52

Rate per metre = (a+b+c+d+e)/4.5

2721.45 say

8.23

B

2721.00

Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 Unit = Running metre Taking output = 4.5 metre length a)

b)

Labour Mate

day

0.060

151.44

9.09

L-12

Blacksmith

day

0.500

264.50

132.25

L-02

Mazdoor

day

1.000

136.69

136.69

L-13

hour

0.100

282.50

28.25

P&M-053

kg

72.940

49.00

3574.06

M-088

kg

98.400

45.00

4428.00

kg

26.860

45.00

1208.70

M-179 / 1000 M-179 / 1000


c)

Material Corrugated sheet,3 mm thick, "Thrie" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm, 2 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.546 m long,3 Nos Page 16 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Nuts and bolts Add 15 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d) Overhead charges @ 0.1 on (a+b+c)

kg

e)

Quantity 30.000

Rate Rs

Cost Rs

64.07

1310.91


1442.00 15861.97

Rate per metre= (a+b+c+d+e)/4.5

3524.88 say

8.24

811

3525.00

In the case of median crash barrier, 'W' metal beam or thrie beam section should be provided on both sides of the vertical posts fixed in the median. Extra provision for metal beam railing and spacer is required to be made when fixed in the median depending on approved design. Road Traffic Signals electrically operated

Note

8.25

M-130

1669.93

Cost for 4.5 metre = a+b+c+d+e

Note

1922.10

Remarks/ Input ref.

Suggest ive

Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing. Flexible Crash Barrier, Wire Rope Safety Barrier Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete. Unit = Running metre Taking output = 15 metre a) Labour

b)

Mate

day

0.120

151.44

18.17

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Blacksmith

day

1.000

264.50

264.50

L-02

kg

190.000

45.00

8550.00

kg

46.000

45.00

2070.00

kg

188.400

45.00

8478.00

kg

65.000

61.00

3965.00

M-179 / 1000 M-179 / 1000 M-179 / 1000 M-177

Material i) RS Joist 100 x 75 mm - 16.5 m @ 11.5 kg per metre

ii) Struts - 2 Nos. for terminal posts,2 m long each 2 x 2 x 11.50 iii) Tie 2 Nos. of 8 mm steel plate,1.5 sqm each for terminal posts @ 62.80 kg/sqm (2 x 1.5) iv) Steel wire rope 40 mm, including 7.50 per cent extra for fixing at ends 15 x 4 x 1.075 @ 1 kg per m Add 5 per cent of cost of material for drilling, gripping, fixing, fabrication and welding consumables c) Painting Applying 2 coats of painting on exposed surface d)

1153.15 sqm

16.500

46.00

hour

0.250

282.50

Tractor-trolley e)

Overhead charges @ 0.1 on (a+b+d)

f)

Contractor's profit @ 0.1 on (a+b+d+e)

2054.59

The items of excavations and cement concrete works will be measured and included separately as per the approved designs and drawings. Anti-Glare Devices in Median

A

P&M-053

2732.71

say

Suggest ive

70.63

30818.82

Rate per m = (a+b+c+d+e+f)/15

8.26

Item 8.9

2484.28

Cost for 15 m = a+b+c+d+e+f

Note

759.00

Machinery

Plantation

Page 17 of 264

2055.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture. B

Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings. Unit = Running metre Taking output = one metre a)

b)

Labour Mate

day

0.004

151.44

0.61

L-12

Mazdoor

day

0.100

136.69

13.67

L-13

metre

16.000

182.00

2912.00

M-174

kg

4.320

45.00

194.40

kg

4.800

45.00

216.00

M-179 / 1000 M-179 / 1000

Material

i) 25 mm steel pipe ii) MS sheet for 600 x 300 x 3 mm rectangular vane, one number @ 24kg/sqm iii) MS sheet for 250 mm dia circular vane 3 mm thick,4 numbers @ 24 kg/sqm Add 5 per cent cost of material for fabrication, welding, bending, nuts, bolts etc c) Painting Applying 2 coats of painting on exposed surface d)


e)


166.12 sqm

1.830

46.00

4322.56 say

8.26

C

Item 8.9

385.31

Rate per metre = a+b+c+d+e Note

84.18 350.28

4323.00

The items of excavation and cement concrete as per approved design to be measured and paid separately Anti-glare screen with rectangular vane of MS sheet Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings Unit = Running metre Taking output = 1.50 metre a)

b)

Labour Mate

day

0.004

151.44

0.61

L-12

Mazdoor

day

0.100

136.69

13.67

L-13

i) Angle iron post,50 x 50 x 6 mm, length 2.35 m

kg

10.580

45.00

476.10

ii) MS sheet 3 mm thick @ 24 kg/sqm

kg

9.000

45.00

405.00

M-179 / 1000 M-179 / 1000

Material

Add 5 per cent of cost of material for fabrication, nuts, bolts etc c) Machinery Tractor-trolley d)

44.06 hour

0.100

282.50

28.25

P&M-053

sqm

0.850

46.00

39.10

Item 8.9

Painting Applying 2 coats of painting

e)


f)

Contractor's profit @ 0.1 on (a+b+c+e)

Cost for 1.5 m = a+b+c+d+e+f

96.77 106.44 1209.99

Page 18 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Rate per metre = (a+b+c+d+e+f)/1.50

806.66 say

Note

8.27

Suggest ive

Remarks/ Input ref.

807.00

The items of excavation and cement concrete as per approved design to be measured and paid separately. Rate of painting has been analaysed separately in this chapter. Street Lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. Unit = Each Taking output = one light a)

b)

Labour Mate

day

0.030

151.44

4.54

L-12

Mazdoor

day

0.500

136.69

68.35

L-13

Electrician

day

0.250

264.50

66.13

L-02

1820.00

1820.00

M-171

each

1.000

each

1.000

1213.00

1213.00

M-168

Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

ii) Sodium vapour lamp Add 5 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting

(i)

For Fixing in Median Providing two coats of alluminium paint over steel circular hollow pipe with overhang on both sides For fixing in Footpath Providing two coats of alluminium paint over steel circular hollow pipe with overhang on one side For Fixing in Median

151.65

sqm

5.750

46.00

264.50

Item 8.9

sqm

4.630

46.00

212.98

Item 8.9

d)


e)


332.37 365.60

Rate per light for fixing in Median= a+b+c+d+e

4286.13 say

(ii)

Rate per light for Fixing in Footpath = a+b+c+d+e

4234.61 say

Note

8.28

Suggest ive

4286.00

For fixing in Footpath 4235.00

The items of excavation and cement concrete foundation will be measured and included separately in the estimate as per approved design and drawing. The rate for painting has been analysed in this chapter. Lighting on Bridges Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp Unit = Each Taking output = one light a)

b)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.400

136.69

54.68

L-13

Electrician

day

0.200

264.50

52.90

L-02

1213.00

1213.00

M-170

each

1.000

each

1.000

1213.00

1213.00

M-168

Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 5 m above deck level

ii) Sodium vapour lamp 70 watt Add 1 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting

Page 19 of 264

24.26

Sr No

Ref. to MoRTH Spec.

Description

Unit

d)

Providing two coats of alluminium paint over steel circular hollow pipe Overhead charges @ 0.1 on (a+b)

e)


sqm

Quantity 2.760

Rate Rs

Cost Rs

46.00

8.29

Suggest ive

Item 8.9

256.09 281.70

Rate per light = a+b+c+d+e

Note

126.96

Remarks/ Input ref.

3225.61 say

3226.00

13239.60

The items of cement concrete to be measured and paid separately as per approved design. The rate for painting has already been analysed in this chapter. Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to 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 per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm 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, all as per IRC: 98 - 1997 and approved drawings.

(i)

Single row for one utility service Unit = Running metre Taking output = 20metres a) Random Rubble masonry/Brick masonry in cement mortar 1:6 for head wall both side b) Labour

c)

d)

cum

2.360

5610.00

Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

1.000

136.69

136.69

L-13

Mazdoor skilled

day

0.250

164.69

41.17

L-15

Reinforced Cement Concrete pipe 300 mm dia Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 20 m) Collar for joints 300 mm dia

metre

20.000

1149.00

22980.00

M-151

cum

7.200

727.79

5240.09

M-009

each

9.000

146.00

1314.00

Cement mortar 1:2 for joints

cum

0.020

4152.00

83.04

Item 12.6 (B)

hour

0.500

282.50

141.25

P&M-053

Material

e)

Overhead charges @ 0.1 on (b+c+d)

f)

Contractor's profit @ 0.1 on (b+c+d+e)

2994.38 3293.82


49471.61

Rate per metre = (a+b+c+d+e+f)/20 (ii)

M-083


8.29

Item 12.7 (Addl) B)

2473.58 say

2474.00

18905.70

Double row for two utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour

c)

3.370

5610.00

Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Mazdoor skilled

day

0.250

164.69

41.17

L-15

metre

40.000

1149.00

45960.00

M-151

cum

14.400

727.79

10480.18

M-009

each

18.000

146.00

2628.00

M-083

cum

0.040

4152.00

166.08

Item 12.6 (B)

hour

1.000

282.50

282.50

P&M-053

Material Reinforced Cement Concrete pipe 300 mm dia Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 40 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints

d)


e)

Item 12.7 (Addl) B)

cum

Overhead charges @ 0.1 on (b+c+d) Page 20 of 264

5983.89

Sr No

Ref. to MoRTH Spec.

Description f)

Unit

Quantity

Rate Rs

Cost Rs


6582.28


91310.75

Rate per metre = (a+b+c+d+e+f)/20 8.29

(iii)

Remarks/ Input ref.

4565.54 say

4566.00

24571.80

Triple rRow for three utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour

c)

cum

4.380

5610.00

Mate

day

0.160

151.44

24.23

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Mazdoor skilled

day

1.000

164.69

164.69

L-15

metre

60.000

1149.00

68940.00

M-151

cum

21.600

727.79

15720.26

M-009

each

27.000

146.00

3942.00

M-083

cum

0.060

4152.00

249.12

Item 12.6 (B)

hour

1.500

282.50

423.75

P&M-053

Material Reinforced Cement Concrete pipe 300 mm dia Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 60 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints

d)


e)


f)


8987.41 9886.15


133319.49

Rate per metre = (a+b+c+d+e+f)/20

6665.97 say

Note

8.30

8.31

Suggest ive

Suggest ive

1.Inspection chamber at both ends is the responsibility of the agency who is laying the duct. Hence not included. 2.The rates for stone masonry / brick masonry and cement mortar to be adopted from respective clauses. Highway Patrolling and Traffic Aid Post It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. The organisation and financial aspect are required to be finalised in consultation with administrative and traffic authorities . Items Related to Underpass/ Subway/ Overhead Bridge/ Overhead Foot Bridge The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings

8.32

Suggest ive

Traffic Control System and Communication System Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived as per approved design and drawing. As regards the locations where such devices are required to be installed, the traffic control authority should be consulted to finalise the location

8.33

Suggest ive

Item 12.7 (Addl) B)

Gantry Mounted Variable Message Sign Board

Page 21 of 264

6666.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 (i)

Gantry Support System Unit = tonne Taking output=1 tonne a)

b)

c)

Labour Mate

day

0.120

151.44

18.17

L-12

Mazdoor

day

2.000

136.69

273.38

L-13

Blacksmith

day

1.000

264.50

264.50

L-02

tonne

1.050

54574.00

57302.70

Material Alluminium alloy/galvanised steel including 5 per cent wastage Add 15 per cent of cost of material for fabrication and erection. Add 1 per cent of cost of material for nuts, bolts and welding Machinery Truck 10 tonne

8595.41 573.03

hour

d)


e)


1.000

315.27

P&M-057

7407.67 81484.37 say

(ii)

315.27 6734.25

Rate per tonne = a+b+c+d+e 8.33

M-060

81484.00

Message Display Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages. This is a specilised commercial product and the lumpsum rate including erection at site is required to be as certained from the market and including in the rate analysis. The size of the board will vary depending upon specific location. The rate for the gantry mounted variable sign would be the addition of cost of gantry support system as per approved design determined at (i) above and the cost of message display board as certained from the market at (ii) above

8.34

Suggest ive

Traffic Impact Attenuators at Abutments and Piers A

With Scrap Tyres Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings. Unit = sqm Taking output = 20sqm a)

b)

Labour Mate

day

0.080

151.44

12.12

L-12

Mazdoor

day

1.500

136.69

205.04

L-13

Blacksmith

day

0.250

264.50

66.13

L-02

each

80.000

364.00

29120.00

M-161

kg

150.000

61.00

9150.00

M-176

Material Scrap tyres of size 900 x 20 20 mm steel wire rope

Add 1 per cent of cost of wire rope for clamps etc. c)

91.50


hour

d)


e)


3.000

282.50

4344.15


47785.65


2389.28 say

8.34

B

847.50 3949.23

Using Plastic/Steel Barrel, Filled with Sand Page 22 of 264

2389.00

P&M-053

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings Unit = sqm Taking output = 20sqm a)

b)

Labour Mate

day

0.130

151.44

19.69

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Blacksmith

day

0.250

264.50

66.13

L-02

each

50.000

Steel barrels

each

50.000

79.00

3950.00

M-172

Sand

cum

8.000

828.00

6624.00

M-004

kg

15.000

61.00

915.00

M-176

Material Plastic barrels or

20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c)

9.15


hour

d)


e)


2.000

282.50

15196.43


759.82 say

C

P&M-053

1381.49


8.34

565.00 1255.90

760.00

With HI - DRO cell Sandwich (Patented) (In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a predetermined time, thus absorbing the energy) Providing and installing a patentend HI - DRO cell system as a traffic impact attenuators, using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three rows, filled with water and tied with a 20 mm steel wire rope Unit = sqm Taking output = 10sqm a)

b)

Labour Mate

day

0.100

151.44

15.14

L-12

Mazdoor

day

2.500

136.69

341.73

L-13

Material Plastic tubes 50 cm dia,1.2 m high

each

40.000

3639.00

145560.00

M-139

Cost of water

KL

12.000

10.00

120.00

M-189

20 mm steel wire rope

kg

100.000

61.00

6100.00

M-176

Add 1 per cent of cost of wire rope for clamps etc. c)

61.00


hour

2.000

282.50

565.00

P&M-053


hour

2.000

200.00

400.00

P&M-060

d)


e)


15316.29 16847.92


185327.07


8.35

Suggest ive

18532.71 say

18533.00

151.44

6.06

Road Markers/Road Stud with Lense Reflector 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 Unit = Nos Taking output = 50Nos a)

Labour Mate

day Page 23 of 264

0.040

L-12

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor b)

Material Aluminium studs 100 x 100 mm fitted with lense reflectors

Quantity

Rate Rs

Cost Rs

day

1.000

136.69

136.69

each

50.000

546.00

27300.00

Add 10 per cent of cost of material for fixing and installation

2730.00

c)


3017.27

d)


M-062

36509.02

Rate per studs = (a+b+c+d)/50

730.18 say

8.36

L-13

3319.00

Cost for 50 studs = a+b+c+d

Suggest ive

Remarks/ Input ref.

730.00

Traffic Cone Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 Unit = Running metre Taking output = 68 Nos. a)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.500

136.69

68.35

L-13

each

68.000

243.00

16524.00

hour

0.100

282.50

b)

Material Traffic cones with 150 mm reflective sleeve

c)

Tractor-trolley d)


e)


1828.60 20114.58


295.80 say

Suggest ive

Roadside Amenities A

Rest areas Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions

B

C

Parking areas and bus laybyes for trucks, buses and light vehicles Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters. Lawn Providing a lawn planted with grass and its maintenance Pricing of lawn may be done as per rates given in the chapter on horticulture for the quantities as per approved dimensions in the drawings

8.38

Suggest ive

28.25 1662.36

Cost for 68 Nos. = a+b+c+d+e

8.37

M-186

Machinery

Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit = sqm Taking output = 100 sqm (including gaps) The rate per sqm of premix carpet and road marking may be adopted from chapter 5 & 8 respectively for the quantities calculated from approved drawings

Page 24 of 264

296.00

P&M-053

Sr No 8.39

Ref. to MoRTH Spec. Suggest ive

Description

Unit

Quantity

Policeman Umbrella Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint Unit = each Taking output = one number Earthwork Cement Concrete brick masonry or

Quantities of these items to be calculated as per approved design and cost added as per rates of these items given in chapter 3 and 13

stone masonry

b)

cum cum cum

Painting a)

cum

sqm

2.500

Mate

day

0.090

Mazdoor

day

1.000

Blacksmith

day

1.000

Welder

day

0.250

Labour

Material Steel pipe 100 mm dia

metre

3.500

Steel pipe 25 mm dia

metre

10.000

kg

8.000

hour

0.500

CGI sheets Add 25 per cent of cost of material for fabrication Add 2 per cent of cost of material for welding consumables, J-hooks, washers etc. c) Machinery Tractor-trolley d)

Overheads @ per cent on (a+b+c)

e)

Contractors Profit@ per cent on (a+b+c+d)

Rate per policeman umbrella = a+b+c+d+e 8.40

suggesti ve

High Mast Pole Lighting at Interchanges and Flyovers Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs.

8.41

Toll Plaza The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on the approved design and drawings:a) Provision of toll collection service lane to separate different categories of vehicles for purpose of toll collection. This involves considerable increase in carriage way width b) Provision of 2.5 m wide separators for different toll collection service lanes for safety c) Toll booths with integrated roof cover d) Barrier gates for individual lanes e) Provision of building to provide facility to toll plaza personnel Page 25 of 264

Rate Rs

Cost Rs

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

f) Toll plaza office equipment and furniture g) Water supply, electricity, sanitation, septic-tank system and drainage h) Telephone, intercomes, wireless communication system i) High mast lighting j) Pavement marking k) Overhead signs l) Fixed message signs (Advance) m) Variable message signs n) Traffic cones and pylons o) First aid post p) Traffic aid post and security The quantities for the above mentioned items may be calculated from the approved design and drawings and their rates adopted from respective chapters of the Standard Data Book 8.42

Safety Devices and Signs in Construction Zones Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001 Unit = each Taking output = one sign post Following types of signs are required to be fixed in construction zones for safety of traffic a) Diversion one km ahead b)

Traffic sign ahead

c)

Road ahead closed

d)

Men at work

e)

Road narrow

f)

Single file traffic

g)

Right lane diverted

h)

Left lane diverted

i)

Right lane closed

j) Left lane closed k) Median closed l) Diversion to other carriageway m) Traffic signal ahead n) Two way traffic o) Un - even road p) Slippery road q) Loose chippings r) Dual carriageway ends s) Diversion t) Do not enter u) Road closed v) Stop w) Slow x) One way y) Give way z) aa)

Overtaking prohibited Speed limit

bb)

Weight limit

cc)

Height and length limit

dd)

No stopping or standing Page 26 of 264

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

ee) Any other warning or regulatory safety sign as per site requirement and consistent with IRC:SP:55-2001 and IRC:67 The rate for traffic signs are already worked out and given elsewhere in this chapter. The same may be adopted. 8.43

suggesti ve

Portable Barricade in Construction Zone Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 Unit = each Taking output = one steel portable barricade a)

b)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.250

136.69

34.17

L-13

Painter

day

0.500

223.36

111.68

L-18

Welder

day

0.250

264.50

66.13

L-02

Angle iron 45 x 45 x 5 mm

kg

25.000

45.00

1125.00

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

kg

15.000

45.00

675.00

litre

0.500

192.81

96.41

Material

Paint Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ 0.1 on (a+b) d)

36.00 214.74


236.22

Rate per barricade = a+b+c+d

2598.37 say

8.44

suggesti ve

M-179 / 1000 M-179 / 1000 M-131

2598.00

Permanent Type Barricade in Construction Zone A

With steel components Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)

b)

Labour Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

0.300

136.69

41.01

L-13

Painter

day

0.600

223.36

134.02

L-18

Welder

day

0.300

264.50

79.35

L-02

kg

15.000

45.00

675.00

kg

50.000

45.00

2250.00

litre

1.000

192.81

192.81

M-179 / 1000 M-179 / 1000 M-131

Material Angle iron 50 x 50 x 5 mm,2 m long,2 Nos.

MS sheet of 12 SWG,3 Nos of 200 mm width and 4 m length Paint Add 1 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ 0.1 on (a+b) d)

58.50 343.83


378.21


4160.29 say

8.44

B

With wooden components

Page 27 of 264

4160.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)

b)

Labour Mate

day

0.050

151.44

7.57

L-12

Mazdoor

day

0.300

136.69

41.01

L-13

Painter

day

0.600

223.36

134.02

L-18

Carpenter

day

0.600

264.50

158.70

L-04

cum

0.180

24255.00

4365.90

M-185

Material Timber

Add 1 per cent of cost of timber for nuts & bolts, nails, etc. c)


d)


43.66 475.09 522.59


5748.53 say

8.44

C

5749.00

With bricks Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips Unit = each Taking output = one barricade a)

b)

Labour Mate

day

0.240

151.44

36.35

L-12

Mazdoor

day

3.000

136.69

410.07

L-13

Painter

day

1.000

223.36

223.36

L-18

Mason

day

2.000

223.36

446.72

L-11

each

1800.000

4.42

7952.72

M-079

110.00

Material Brick

kg

22.000

5.00

Sand

cum

0.090

710.46

63.94

M-081 / 1000 M-005

Paint

litre

1.250

192.81

241.01

M-131

Cement

c)


d)


948.42 1043.26


11475.85 say

8.45

suggesti ve

11476.00

Drum Delineator in Construction Zone Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 Unit = each Taking output = one drum delineator a)

b)

Labour Mate

day

0.020

151.44

3.03

L-12

Mazdoor

day

0.250

136.69

34.17

L-13

Painter

day

0.250

223.36

55.84

L-18

Material Steel drum 300 mm dia 1.2 m high/empty bitumen drum Paint

each

1.000

79.00

79.00

M-172

litre

0.500

192.81

96.41

M-131

c)


d)


26.84 29.53

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

324.82 say

Page 28 of 264

325.00

Sr No 8.46

Ref. to MoRTH Spec. suggesti ve

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Flagman Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic Unit = each Taking output = one flagman a)

Labour Mate

day

0.040

151.44

6.06

L-12

Mazdoor

day

1.000

136.69

136.69

L-13

each

1.000

91.00

91.00

M-099

1.000

122.00

122.00

M-196

b)

Material

c)

Flag of red color cloth 600 x 600 mm Wooden staff for fastening of flag 25 mm dia, one m long Overhead charges @ 0.1 on (a+b)

d)


each

35.57 39.13

Rate per flagman = a+b+c+d

430.45 say

Page 29 of 264

430.00

CHAPTER-9 PIPE CULVERTS Sr No

Ref. to MoRTH Spec.

9.1

408

Description

Unit

Rate Rs

Cost Rs

Remarks/ Input ref.

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a) Labour Mate Mason Mazdoor b) Material 40mm Aggregate at site Sand at site Cement at site Cost of water c) Machinery Concrete mixer0.4/ 0.28 cum Generator set 33 KVA Water tanker6 KL capacity d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Note

9.2

Quantity

2900

day day day

0.640 1.000 15.000

151.44 223.36 136.69

96.92 223.36 2050.35

L-12 L-11 L-13

cum cum tonne KL

13.800 6.900 3.300 18.000

916.00 710.46 5000.00 10.00

12640.80 4902.17 16500.00 180.00

M-055 M-005 M-081 M-189

hour hour hour

6.000 6.000 3.000

233.00 406.80 200.00

P&M-009 P&M-079 P&M-060

say

1398.00 2440.80 600.00 4103.24 4513.56 49649.21 3309.95 3310.00

Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

A

Unit = metre Taking output = 12.5 metres ( 5 pipes of 2.5 m length each ) 1000 mm dia a)

Labour Mate Mason Mazdoor b) Material Sand at site Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve for bedding c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 12.5 metres = a+b+c+d Rate per metre = (a+b+c+d)/12.5 Note

day day day

0.180 0.500 4.000

151.44 223.36 136.69

27.26 111.68 546.76

L-12 L-11 L-13

cum tonne metre

0.070 0.050 12.500

710.46 5000.00 5000.00

49.73 250.00 62500.00

M-005 M-081 M-149

cum

4.500

727.79

M-009

say

3275.06 6676.05 7343.65 80780.19 6462.42 6462.42

151.44 223.36

42.40 223.36

1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections

9.2

B

1200 mm dia a) Labour Mate Mason

day day Page 1 of 264

0.280 1.000

L-12 L-11

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor Material Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 12.5 metres = a+b+c+d Rate per metre= (a+b+c+d)/12.5

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

day

6.000

136.69

820.14

L-13

cum tonne metre

0.090 0.070 12.500

710.46 5000.00 4452.00

63.94 350.00 55650.00

M-005 M-081 M-150

cum

5.000

727.79

3638.95

M-009

say

6078.88 6686.77 73554.44 5884.36 5884.00

b)

Note

9.3

2900

1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . Unit = metre

A

Taking output = 12.5 metres ( 10 pipes of 2.5 m length each in two rows.) 1000 mm dia a)

b)

Labour Mate

day

0.360

151.44

54.52

Mason

day

1.000

223.36

223.36

L-11

Mazdoor

day

8.000

136.69

1093.52

L-13

Material Sand at site

cum

0.140

710.46

99.46

M-005

Cement at site

tonne

0.100

5000.00

500.00

M-081

RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve for bedding

metre

25.000

5000.00

125000.00

M-149

cum

12.500

727.79

9097.38

M-009

c)


d)


13606.82 14967.51

Cost for 12.5 metres = a+b+c+d

164642.57

Rate per metre = (a+b+c+d)/12.5 Note

9.3

B

L-12

13171.41


say

13171.00

1200 mm dia a)

b)

Labour Mate

day

0.560

151.44

84.81

Mason

day

2.000

223.36

446.72

L-12 L-11

Mazdoor

day

12.000

136.69

1640.28

L-13

cum

0.180

710.46

127.88

M-005

tonne

0.140

5000.00

700.00

M-081

Material Sand at site Cement at site Page 2 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

c)

RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding Overhead charges @ 0.1 on (a+b)

d)


Quantity

Rate Rs

Cost Rs

metre

25.000

4452.00

111300.00

M-150

cum

13.750

727.79

10007.11

M-009

12430.68 13673.75

Cost for 12.5 metres = a+b+c+d

150411.23

Rate per metre= (a+b+c+d)/12.5 Note

12032.90


Page 3 of 264

Remarks/ Input ref.

say

12033.00

CHAPTER-12 FOUNDATIONS Sr No

Ref. to MoRTH Spec.

12.1

304

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Excavation for Structures 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. I

Ordinary soil Unit = cum Taking output = 10 cum

A (i)

Manual Means Depth upto 3 m a) Labour Mate Mazdoor b) Overhead charges @ 0.2 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

day day

0.14 3.50

151.44 136.69

21.20 478.42 99.92 59.95 659.49 65.95 66.00

L-12 L-13

27.26 615.11 128.47 77.08 847.92 84.79 85.00

L-12 L-13

L-12 L-13

say

36.35 820.14 171.30 102.78 1130.56 113.06 113.00

say Note

12.1 (I) A

(ii)

1. Cost of dewatering may be added where required upto, 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions. 2.The excavated earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 12.1 excluding marshy soil. 3.The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost of excavation for open foundation. Depth 3 m to 6 m a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ 0.2 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

day day

0.18 4.50

151.44 136.69

say

12.1 (I) A

Note

Cost of dewatering may be added where required upto 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

(iii)

Depth above 6 m a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ 0.2 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

Note

12.1 (I)

B (i)

1. Cost of dewatering may be added where required upto 20 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.. Mechanical Means Depth upto 3 m Unit = cum Taking output = 240 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket capacity c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240 Page 1 of 264

day day

0.24 6.00

151.44 136.69

day day

0.32 8.00

151.44 136.69

48.46 1093.52

L-12 L-13

hour

6.00

1302.00

7812.00 1790.80 1074.48 11819.25 49.25

P&M-026

Sr No

Ref. to MoRTH Spec.

Description

Note

12.1 (I) B

(ii)

Unit

Quantity

Rate Rs say

49.00

Remarks/ Input ref.

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.. Depth 3 m to 6 m Unit = cum Taking output = 210 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket capacity c)


d)


day day

0.32 8.00

151.44 136.69

48.46 1093.52

L-12 L-13

hour

6.00

1302.00

7812.00

P&M-026

1790.80 1074.48


11819.25


56.28 say

12.1 (I) B

Cost Rs

Note

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..

(iii)

Depth above 6m

56.00


b)

Labour Mate

day

0.40

151.44

60.58

L-12

Mazdoor

day

10.00

136.69

1366.90

L-13

hour

6.00

1302.00

7812.00

P&M-026


c)


d)


1847.90 1108.74


12196.11


67.76 say

Note

12.1

68.00

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

II

2.Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes. Ordinary Rock (not requiring blasting)

A

Manual Means

(i)

Depth upto 3 m Unit = cum Taking output = 10 cum a)

Labour Mate

day

0.20

151.44

30.29

L-12

Mazdoor

day

5.00

136.69

683.45

L-13

b)


c)


142.75 85.65


942.13

Rate per cum = (a+b+c)/10

94.21 say

Note

12.1(II)

B

Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. Mechanical Means Unit = cum Taking output = 180 cum a)


94.00

Sr No

Ref. to MoRTH Spec.

Description

b)

Unit

Quantity

Rate Rs

day

0.24

151.44

36.35

L-12

Mazdoor

day

6.00

136.69

820.14

L-13

hour

6.00

1302.00

7812.00

P&M-026

Machinery

c)


d)


1733.70 1040.22


11442.40


63.57 say

12.1

Remarks/ Input ref.

Mate

Hydraulic excavator 1.0 cum bucket capacity

Note

Cost Rs

III

1.Cost of dewatering upto 10 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. Hard Rock ( requiring blasting )

A

Manual Means

64.00


b)

Labour Mate

day

0.35

151.44

53.00

L-12

Driller

day

0.50

264.50

132.25

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

8.00

136.69

1093.52

L-13

hour

1.00

319.00

319.00

P&M-001

511.00

M-104

Machinery Air Compressor 250 cfm with 2 jack hammer for drilling.

c)

Material Blasting Material

kg

3.50

146.00

Detonator electric

each

14.00

14.56

d)


e)


475.75 285.45


3139.94


313.99 say

Note

12.1

IV

203.84 M-094/100

314.00

Cost of dewatering @ 10 per cent of (a+b) may be added, where required Assessment for dewatering shall be made as per site conditions. Hard Rock ( blasting prohibited ) Unit = cum Taking output = 10 cum

A

Mechanical Means a)

Labour Mate

day

0.20

151.44

30.29

L-12

Mazdoor

day

5.00

136.69

683.45

L-13

hour

6.00

319.00

1914.00

P&M-001

b)

Machinery

c)

Air Compressor 250 cfm with 2 leads of pneumatic breaker Overhead charges @ 0.2 on (a+b)

d)


525.55 315.33


3468.61


346.86 say

Note

12.1

V

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. Marshy Soil Unit = cum

Page 3 of 264

347.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Taking output = 10 cum Depth upto 3 m A

Manual means a)

b)

Labour Mate/Supervisor

day

0.40

151.44

60.58

L-12

Mazdoor

day

10.00

136.69

1366.90

L-13

hour

2.67

282.50

754.28

P&M-053

Machinery Tractor-trolley for removal.

c)


d)


436.35 261.81


2879.91

Rate per cum = ( a+b+c+d)/ 10

287.99 say

Note

12.1 (V)

B

2. Shoring & strutting 15 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item12.1 (i) to (iv) for ordinary soil Mechanical Means a)

b)

Labour Mate

day

0.08

151.44

12.12

L-12

Mazdoor for dressing sides, bottom and backfilling

day

2.00

136.69

273.38

L-13

hour

0.17

1302.00

221.34

P&M-026

hour

0.45

0.00

P&M-048


c)


d)


101.37 60.82


669.02


66.90 say

Note

VI

288.00

1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions.

67.00

1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item 12.1 (i) to (iv) for ordinary soil Back Filling in Marshy Foundation Pits Unit : Cum Taking Output : 6 cum a)

b)

Labour Mate

day

0.12

151.44

18.17

L-12

Mazdoor for dressing sides, bottom and backfilling

day

3.00

136.69

410.07

L-13

hour

2.00

282.50

565.00

P&M-053

Machinery Tractor-trolley for transportation

c)


d)


198.65 119.19


1311.08


218.51 say

12.2

304

Filling Annular Space Around Footing in Rock Unit = cum Taking out put = 1 cum Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per item 12.4.

Page 4 of 264

219.00

Sr No 12.3

Ref. to MoRTH Spec.

Description

304

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Unit = cum Taking output = 1 cum a)

b)

Labour Mate

day

0.01

151.44

1.51

L-12

Mazdoor

day

0.30

136.69

41.01

L-13

cum

1.20

476.80

572.16

M-006

Material Sand (assuming 20 per cent voids)

c)


d)


122.94 73.76


811.38 say

12.4

2100

811.00

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a)

b)

255.94

Labour Mate

day

0.64

151.44

96.92

Mason

day

1.00

223.36

223.36

L-11

Mazdoor

day

15.00

136.69

2050.35

L-13

40 mm Aggregate

cum

13.50

916.00

12366.00

M-055

coarse Sand

cum

6.75

710.46

4795.61

M-005

cement

tonne

3.45

5000.00

17250.00

M-081

KL

18.00

10.00

180.00

M-189

Concrete mixer (cap. 0.40/0.28 cum)

hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079


hour

2.00

200.00

400.00

P&M-060

Material

Cost of water c)

Machinery

d)


e)


8240.21 4944.12


54385.37

Rate per cum = (a+b+c+d+e)/15 Note 12.5

1300

L-12

3625.69 say

3626.00

Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum a)

b)

Material Bricks Ist class

each

2500.00

4.42

11045.45

M-079

Cement mortar 1:3 (Rate as in Item 12.6 A subanalysis) Labour

cum

1.20

3425.00

4110.00

Item 12.6 (A)

Mate

day

0.48

151.44

72.69

Mason

day

4.00

223.36

893.44

L-11

Mazdoor

day

8.00

136.69

1093.52

L-13

c)


d)


3443.02 2065.81


22723.93

Rate per cum (a+b+c+d)/5

4544.79 say Page 5 of 264

4545.00

L-12

Sr No 12.6

Ref. to MoRTH Spec. Subanalysis

Description (A)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

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

Unit = 1 cum Taking output = 1 cum a)

b)

Materials Cement

tonne

0.51

5000.00

2550.00

M-081

Sand

cum

1.05

710.46

745.98

M-005

Mate

day

0.04

151.44

6.06

L-12

Mazdoor

day

0.90

136.69

123.02

L-13

say

3425.00

Labour

Total Material and Labour = (a+b) Subanalysis (Addl.)

(B)

Cement Mortar1:2 (1cement :2 sand)


b)

Materials Cement

tonne

0.67

5000.00

3360.00

M-081

Sand

cum

0.93

710.46

660.73

M-005

Mate

day

0.04

151.44

6.06

L-12

Mazdoor

day

0.90

136.69

123.02

L-13

say

4150.00

Labour


(C)



b)

Materials Cement

tonne

0.40

5000.00

2016.00

M-081

Sand

cum

1.12

710.46

795.72

M-005

Mate

day

0.04

151.44

6.06

L-12

Mazdoor

day

0.90

136.69

123.02

L-13

say

2941.00

Labour


(D)



b)

Materials Cement

tonne

0.29

5000.00

1440.00

M-081

Sand

cum

1.34

710.46

949.99

M-005

Mate

day

0.04

151.44

6.06

L-12

Mazdoor

day

0.90

136.69

123.02

L-13

say

2519.00

2705.04

14877.72

Labour

Total Material and Labour = (a+b) 12.7

1400

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum

1405.4

(A)

Square Rubble Coursed Rubble Masonry (first sort) a)

Material Stone

cum Page 6 of 264

5.50

M-169

Sr No

Ref. to MoRTH Spec.

Description

Unit


Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

each

35.00

14.45

505.86

M-182


cum

1.50

3425.00

5137.50

Item 12.6 (A)

Mate

day

0.66

151.44

99.95

Mason

day

7.50

223.36

1675.20

L-11

Mazdoor

day

9.00

136.69

1230.21

L-13

(35no.x0.24mx0.24mx0.39m = 0.79 cu.m)

b)

c)


d)


4705.29 2823.17


31054.89

Rate per cum (a+b+c+d)/5 1405.3

(B)

L-12

6210.98 say

6211.00

Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a)

Material Stone

cum

5.50

2604.51

14324.81

M-148


each

35.00

14.45

505.86

M-182


cum

1.55

3425.00

5308.75

Item 12.6 (A)

Mate

day

0.62

151.44

93.89

L-12

Mason

day

6.00

223.36

1340.16

L-11

Mazdoor

day

9.00

136.69

1230.21

L-13

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)

b)

c)


d)


4560.73 2736.44


30100.85

Rate per cum (a+b+c+d)/5 Note

12.8

1500, 1700 & 2100 A

6020.17 say

6020.00

The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 Unit = cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

4.13

5000.00

20650.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

8.10

916.00

7419.60

M-055

20 mm Aggregate

cum

4.05

1028.00

4163.40

M-053

10 mm Aggregate

cum

1.35

1005.00

1356.75

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 63 KVA

hour

6.00

535.00

3210.00

P&M-019

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery

Page 7 of 264

3080.00 1847.70

Sr No

Ref. to MoRTH Spec.

Description

Unit

e)

Overhead charges @ 0.2 on (a+b+c+d)

f)

Contractor's profit @ 0.1 on (a+b+c+d+e)

Quantity

Rate Rs

5764.82 63412.97

Rate per cum = (a+b+c+d+e+f)/15

12.8

B

Remarks/ Input ref.

9608.03

Cost for 15 cum = a+b+c+d+e+f

Note

Cost Rs

4227.53 say

4228.00

Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. PCC Grade M20 Unit : cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

5.16

5000.00

25800.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)

3390.00 2033.78 10575.67


6345.40


69799.44

Rate per cum = (a+b+c+d+e+f)/15 12.8

C Case I

4653.30 say

4653.00

RCC Grade M20 Using Concrete Mixer Unit = cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

5.21

5000.00

26050.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on (a+b+c) e)


f)


3443.00 2065.49 10740.55 6444.33


70887.66

Rate per cum = ( a+b+c+d+e+f )/15

4725.84 say

Page 8 of 264

4726.00

Sr No 12.8 C

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum Taking Output = 120 cum a) Material

b)

c)

Cement

tonne

41.66

5000.00

208300.00

M-081

Coarse Sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13

Batching Plant @ 20 cum/hour

hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080

Loader 1 cum capacity

hour

6.00

806.00

4836.00

P&M-017

Transit Mixer 4 cum capacity for lead upto 1 km.

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

6

256.00

1536.00

P&M-050 Lead= 1 km P&M-007

Labour

Machinery

Lead beyond 1 km, L-lead in km

Concrete Pump

hour


3388.00 16260.23 84553.21


50731.93


558051.18

Rate per cum = ( a+b+c+d+e+f )/120 12.8

D Case I

L-12

4650.43 say

4650.00

PCC Grade M25 Using Concrete Mixer Unit = cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

5.99

5000.00

29950.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of (a+b+c) e)


f)


3667.00 2062.30 11411.38 6846.83


75315.08

Rate per cum = ( a+b+c+d+e+f )/15

5021.01 say

12.8 D

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum Page 9 of 264

5021.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Taking Output = 120 cum a)

b)

c)

Material Cement

tonne

47.95

5000.00

239750.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

40 mm Aggregate

cum

43.20

916.00

39571.20

M-055

20 mm Aggregate

cum

43.20

1028.00

44409.60

M-053

10 mm Aggregate

cum

21.60

1005.00

21708.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

6

256.00

1536.00

P&M-050 Lead= 1 km P&M-007

Labour

Machinery

Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L lead in Kilometer Concrete Pump

hour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)

3614.00 16260.53 89974.95


53984.97

cost of 120 cum = a+b+c+d+e+f

593834.66


E Case I

L-12

4948.62 say

4949.00


b)

c)

Material Cement

tonne

6.05

5000.00

30250.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of a+b+c. e)


f)


3723.00 2093.90 11586.24 6951.74


76469.16

Rate per cum (a+b+c+d+e+f )/15

5097.94 say

12.8 E

Case II With Batching Plant, Transit Mixer and Concrete Pump Unit: cum Taking Output = 120 cum a)

Material

Page 10 of 264

5098.00

Sr No

Ref. to MoRTH Spec.

Description

b)

c)

Unit

Rate Rs

tonne

48.38

5000.00

241900.00

M-081

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080

Loader 1 cum capacity 1 cum

hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

6.00

256.00

1536.00

P&M-007

Labour

hour

3668.00 16503.97 91321.96


54793.17


602724.91


Case I

L-12

Machinery

Concrete Pump

F

Remarks/ Input ref.

Coarse sand

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)

12.8

Cost Rs

Cement

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

f)

Quantity

5022.71 say

5023.00


b)

c)

Material Cement

tonne

6.08

5000.00

30400.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)

3697.00 1940.56 11477.03


6886.22


75748.39

Rate per cum (a+b+c+d+e+f )/15 12.8 F

5049.89 say

5050.00

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit : cum Taking Output = 120 cum a)

Material Cement

tonne

48.60

5000.00

243000.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

Page 11 of 264

Sr No

Ref. to MoRTH Spec.

Description

b)

c)

Unit

Rate Rs

cum

43.20

916.00

39571.20

M-055

cum

43.20

1028.00

44409.60

M-053

10 mm Aggregate

cum

21.60

1005.00

21708.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

6.00

256.00

1536.00

P&M-007

Labour

hour

3641.00 15290.25 90430.89


54258.53


596843.88


Case I

L-12

Machinery

Concrete Pump

G

Remarks/ Input ref.

20 mm Aggregate

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)

12.8

Cost Rs

40 mm Aggregate


f)

Quantity

4973.70 say

4974.00


b)

c)

Material Cement

tonne

6.10

5000.00

30500.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)

3740.00 1963.05 11610.07


6966.04


76626.45

Rate per cum = (a+b+c+d+e+f)/15 12.8 G

Case II

5108.43 say

5108.00

Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

48.80

5000.00

244000.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Page 12 of 264

Sr No

Ref. to MoRTH Spec.

Description b)

c)

Unit

Rate Rs

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

6.00

256.00

1536.00

P&M-050 Lead= 1 km P&M-007

hour

3686.00 15477.20 91536.60


54921.96


604141.58


Case I

L-12

Machinery

Concrete Pump

H

Remarks/ Input ref.

Labour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)

12.8

Cost Rs

Mate


f)

Quantity

5034.51 say

5035.00


b)

c)

Material Cement

tonne

6.33

5000.00

31650.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on a+b+c e)


f)


3816.00 1717.12 11790.88 7074.53


77819.81

Rate per cum = (a+b+c+d+e+f)/15 12.8 H

5187.99 say

5188.00

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit ; cum Taking Output = 120 cum a)

b)

Material Cement

tonne

50.64

5000.00

253200.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

L-12

Mason

day

3.00

223.36

670.08

L-11

Labour

Page 13 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor c)

Rate Rs

Remarks/ Input ref.

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080

Loader1 cum capacity

hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

6.00

256.00

1536.00

P&M-007

Concrete Pump

hour

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)

3762.00 13542.17 92989.60


55793.76


613731.34

Rate per cum = (a+b+c+d+e+f)/120 Note:

Cost Rs

Machinery


f)

Quantity

5114.43 say

5114.00

Where ever concrete is carried out using batching plant, transit mixer, concrete pump, Admixtures @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete.

WELL FOUNDATION 12.9

1200

A

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. Unit = 1 No Taking output = 1 No. a)

b)

c)

Material Earth (compacted)

cum

251.20

28.0

7033.60

M-092

Sand bags

each

750.00

7.00

5250.00

M-159

Labour Mate

day

0.40

151.44

60.58

L-12

Mazdoor for filling sand bags, stitching and placing

day

15.00

136.69

2050.35

L-13

hour

20.00

853.00

17060.00

P&M-012

Machinery Crane with grab 1 cum capacity

Consumables @ 2.5 per cent of (c) above d)


e)


426.50 6376.21 3825.72

Rate per No. (a+b+c+d+e) Note 12.9

B

42082.95 say

42083.00

It is assumed that earth will be available within the working space of crane with grab bucket. Assuming depth of water 4.0 m and height of island 4.5 m. Unit = 1No Taking output = 1 No a)

b)

Material Earth (compacted)

cum

904.32

28.00

25320.96

M-092

Sand bags

each

6000.00

7.00

42000.00

M-159

Wooden ballies 8" Dia and 9 m long

each

95.00

91.00

8645.00

M-194

Wooden ballies 2" Dia for bracing

metre

190.00

61.00

11590.00

M-193

Labour Mate

day

5.60

151.44

848.06

L-12

Mazdoor for piling 8" dia ballies for piling 8" dia ballies

day

18.00

136.69

2460.42

L-13

Mazdoor for bracing with 2" dia ballies

day

12.00

136.69

1640.28

L-13

Page 14 of 264

Sr No

Ref. to MoRTH Spec. c)

Quantity

Rate Rs

Unit


day

110.00

136.69

15035.90

L-13

hour

50.00

853.00

42650.00

P&M-012

Machinery Crane with grab 1 cum capacity

Consumables and other arrangements for piling ballies @ 2.5 per cent of (a+b+c). d) Overhead charges @ 0.2 on (a+b+c) e)

3754.77 30789.08


18473.45

Rate per No. (a+b+c+d+e) Note

12.9

C

Cost Rs

Remarks/ Input ref.

Description

203207.91 say

203208.00

For other well diameters rate can be worked out on the basis of cross-sectional area of well. The diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications. Providing and constructing one span service road to reach island location from one pier location to another pier location Assuming span length 30 m, width of service road 10m and depth of water 1m Unit = 1 meter Taking output = 30 metre a)

b)

c)

Material Earth

cum

450.00

28.00

12600.00

M-092

Sand bags

each

300.00

7.00

2100.00

M-159

Mate

day

0.24

151.44

36.35

L-12


day

6.00

136.69

820.14

L-13

Front end Loader 1 cum capacity

hour

27.00

806.00

21762.00

P&M-017


hour

28.00

339.00

9492.00

P&M-048

Labour

Machinery

d)


e)


9362.10 5617.26

Cost for 30 m (a+b+c+d+e)

61789.84

Rate per m (a+b+c+d+e)/30 12.10

1200 & 1900

2059.66 say

2060.00

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. Unit = 1 MT Taking output = 1 MT a)

Material Structural steel in plates, angles, etc including 5 per cent wastage Nuts & bolts

b)

tonne

1.05

45000.00

47250.00

M-179

Kg

20.00

64.07

1281.40

M-130

day

1.32

151.44

199.90

L-12

Fitter

day

5.50

230.00

1265.00

L-08

Blacksmith

day

5.50

264.50

1454.75

L-02

Welder

day

5.50

264.50

1454.75

L-02

Mazdoor

day

16.50

136.69

2255.39

L-13

Labour

(for cutting, bending, making holes, joining, welding and erecting in position) Mate

Electrodes, cutting gas and other consumables @ 10 per cent of cost of (a) above c) Overhead charges @ 0.2 on (a+b) d)

4853.14 12002.87


7201.72

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

79218.91 say

12.11

1200, 1500 & 1700

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.

Page 15 of 264

79219.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Unit = 1 cum Taking output = 1 cum A

Well curb

(i)

RCC M20 Grade Same as for 12.8 (C) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 4 per cent.

Case I

Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e)


f)


3443.00 688.60 826.32 495.79

Rate perm (a+b+c+d+e+f)

5453.71 say

12.11 A (i)

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete

3388.00 677.60

e)


813.12

f)


487.87


5366.59 say

12.11 A

5454.00

Case II With Batching Plant, Transit Mixer and Concrete Pump

(ii)

5367.00

RCC M25 Grade Same as for 12.8 (E) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 3.75 per cent.

Case I



f)


3723.00 744.60 893.52 536.11


5897.23 say

12.11 A (ii)

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e)


f)


3740.00 748.00 897.60 538.56


5924.16 say

12.11 A

5897.00


(iii)

5924.00

RCC M35 Grade Same as for 12.8 (H) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 3.0 per cent.

Case I



f)


3816.00 763.20 915.84 549.50


6044.54 say

12.11 A (iii)

6045.00

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 16 of 264

3838.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

d)

formwork @ 20 per cent of the cost of concrete

767.60

e)


921.12

f)


552.67


6079.39 say

Note.

12.11

Cost Rs

6079.00

If curb concrete is carried out within steel liner, cost of formwork shall be excluded.

B

Well steining

(I)

PCC M15 Grade Same as for 12.8 (A) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.

Case I



f)


3080.00 308.00 677.60 406.56


4472.16 say

12.11 B

(ii)

4472.00

PCC M20 Grade Same as for 12.8 (B) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.

Case I



f)


3390.00 339.00 745.80 447.48


4922.28 say

12.11 B

(iii)

4922.00

RCC M20 Grade Same as for 12.8 (C) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.

Case I

Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete

3443.00 344.30

e)


757.46

f)


454.48


4999.24 say

12.11 B (iii)



f)


3388.00 338.80 745.36 447.22


4919.38 say

12.11 B

4999.00


(iv)

4919.00

PCC M25 Grade Same as for 12.8 (D) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.

Case I

Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 17 of 264

3667.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

d)

formwork @ 10 per cent of the cost of concrete

366.70

e)


806.74

f)


484.04


5324.48 say

12.11 B (iv)

5324.00

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)


f)


3614.00 361.40 795.08 477.05


5247.53 say

'12.11 B

Cost Rs

(v)

5248.00

RCC M25 Grade Same as for 12.8 (E) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.

Case I



f)


3723.00 372.30 819.06 491.44


5405.80 say

12.11 B (v)



f)


3740.00 374.00 822.80 493.68


5430.48 say

'12.11 B

5406.00


(vi)

5430.00

PCC M30 Grade Same as for 12.8 (F) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.

Case I



f)


3697.00 369.70 813.34 488.00


5368.04 say

12.11 B (vi)



f)


3641.00 364.10 801.02 480.61


5286.73 say

'12.11 B

5368.00


(vii)

RCC M30 Grade Same as for 12.8 (G) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.

Case I

Using Concrete Mixer Page 18 of 264

5287.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs



f)


374.00 822.80 493.68 5430.48 say

5430.00

Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)


f)


3686.00 368.60 810.92 486.55


5352.07 say

'12.11 B

Remarks/ Input ref.

3740.00

Rate perm (a+b+c+d+e+f) 12.11 B (vii)

Cost Rs

(viii)

5352.00

RCC M35 Grade Same as for 12.8 (H) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3 per cent.

Case I



f)


3816.00 381.60 839.52 503.71


5540.83 say

12.11 B (viii)



f)


3838.00 383.80 844.36 506.62

Rate perm (a+b+c+d+e+f) '12.11 B

5541.00


(ix)

5572.78 say

5573.00

RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

51.60

5000.00

258000.00

M-081

Coarse Sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

kg

206.00

44.70

9208.20

M-180

Mate

day

0.84

151.44

127.21

L-12

Meson

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13

Admixture b)

c)

Labour

Machinery Batching Plant

hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300xL

2.03

610.20

hour

6.00

256.00

1536.00

Lead= 1 , P&M-050 P&M-007

Transit Mixer 4 cum capacity for lead beyond 1 km. Concrete Pump Page 19 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit


Quantity

Rate Rs

46541.40 102391.08


61434.65 675781.14

Rate per cum = (a+b+c+d+e+f)/120 C

Remarks/ Input ref.

31028.00


12.11 C

Cost Rs

5631.51 say

5632.00

Bottom Plug Concrete to be placed using tremie pipe

(i) Case I

Note: 10% extra cement to be added where under water concreting is involved PCC Grade M20 Using Concrete Mixer Unit = cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

5.55

5000.00

27750.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Admixture

Kg

18.60

44.70

831.42

M-180

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Light Crane 3 tonnes capacity for handling tremie pipe

hour

6.00

357.00

2142.00

P&M-013

Labour

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)


e)


3719.00 2489.66

11652.74 6991.65

cost of 15 cum = a+b+c+d+e

76908.12

Rate per cum = (a+b+c+d+e)/15 12.11 C (i)

5127.21 say

5127.00

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a)

b)

c)

Material Cement

tonne

44.40

5000.00

222000.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Admixture

Kg

148.80

44.70

6651.36

M-180

Mate

day

0.88

151.44

133.27

L-12

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13

Labour

Machinery Page 20 of 264

Sr No

Ref. to MoRTH Spec.

Unit


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

6.00

256.00

1536.00

P&M-050 Lead= 1 km P&M-007

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

hour



e)


Quantity

Rate Rs

3558.00 19332.88

89239.22 53543.53


588978.86

Rate per cum = (a+b+c+d+e)/120 '12.11 C

(ii) Case I

Cost Rs

Remarks/ Input ref.

Description

4908.16 say

4908.00


b)

c)

Material Cement

tonne

5.99

5000.00

29950.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Admixture

Kg

21.60

44.70

965.52

M-180

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

hour

6.00

357.00

2142.00

P&M-013

Labour

Machinery

Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)


e)


3874.00 2606.37

12142.91 7285.74


80143.18

Rate per cum = (a+b+c+d+e)/15 12.11 C (ii)

5342.88 say

5343.00

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

47.88

5000.00

239400.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Admixture

Kg

172.80

44.70

7724.16

M-180

Page 21 of 264

Sr No

Ref. to MoRTH Spec.

Description b)

c)

Unit

Quantity

Rate Rs

Labour day

0.88

151.44

133.27

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

6.00

256.00

1536.00

P&M-050 Lead= 1 km P&M-007

Concrete Pump

hour

d)


e)


3712.00 20256.52

93118.51 55871.11


614582.16


Case I

L-12

Machinery

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe..

(iii)

Remarks/ Input ref.

Mate

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

'12.11 C

Cost Rs

5121.52 say

5122.00

PCC Grade M30 Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

6.08

5000.00

30400.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Admixture

Kg

21.60

44.70

965.52

M-180

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

hour

6.00

357.00

2142.00

P&M-013

Labour

Machinery



e)


3904.00 2628.87

12237.41 7342.44


80766.88


5384.46 say

12.11 C (iii)


Material Page 22 of 264

5384.00

Sr No

Ref. to MoRTH Spec.

Description

b)

c)

Unit

Quantity

Rate Rs

tonne

48.64

5000.00

243200.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Admixture

Kg

172.80

44.70

7724.16

M-180

Mate

day

0.88

151.44

133.27

L-12

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

6.00

256.00

1536.00

P&M-007

Labour

Machinery

Concrete Pump

hour



e)


3743.00 20446.52

93916.51 56349.91


619848.96

Rate per cum = (a+b+c+d+e)/120 (iv) Case I

Remarks/ Input ref.

Cement

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

'12.11 C

Cost Rs

5165.41 say

5165.00

PCC Grade M35 Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

6.29

5000.00

31450.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm Aggregate

cum

5.40

916.00

4946.40

M-055

20 mm Aggregate

cum

5.40

1028.00

5551.20

M-053

10 mm Aggregate

cum

2.70

1005.00

2713.50

M-051

Admixture

Kg

21.60

44.70

965.52

M-180

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

hour

6.00

357.00

2142.00

P&M-013

Labour

Machinery



e)



3974.00 2681.37

12457.91 7474.74 82222.18


5481.48

Page 23 of 264

Sr No

12.11 C (iv)

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

say

5481.00

Remarks/ Input ref.


b)

c)

Material Cement

tonne

50.28

5000.00

251400.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Admixture

Kg

172.80

44.70

7724.16

M-180

Mate

day

0.88

151.44

133.27

L-12

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

6.00

256.00

1536.00

P&M-007

Labour

Machinery

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

hour



e)


3812.00 20856.52

95638.51 57383.11


631214.16


5260.12 say

12.11

D

Intermediate plug

(i)

Grade M20 PCC

Case I

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)

3719.00 743.80


446.28

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

4909.08 say

12.11 D (i)

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)

711.60


426.96 4696.56 say

(ii)

Case I

4909.00

3558.00

Rate per cum = (a+b+c+d+e) '12.11 D

5260.00

4697.00

Grade M25 PCC Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) Page 24 of 264

3874.00 774.80

Sr No

Ref. to MoRTH Spec.

Description e)

Unit

Quantity

Rate Rs


464.88


5113.68 say

12.11 D (ii)


742.40


445.44 4899.84 say

(iii)

Case I

Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Using Concrete Mixer

e)

3904.00 780.80


468.48


5153.28 say


748.60


449.16 4940.76 say

E

Top plug

(i)

Grade M15 PCC

5153.00

3743.00

Rate per cum = (a+b+c+d+e) 12.11

4900.00

Grade M30 PCC

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c)

12.11 D (iii)

5114.00

3712.00

Rate per cum = (a+b+c+d+e) '12.11 D

Cost Rs

4941.00

Same as Item 12.8(a) excluding formwork Case I

Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)

3080.00 616.00


369.60


4065.60 say

'12.11 E

(ii)

4066.00

Grade M20 PCC Same as Item 12.8(b) excluding formwork

Case I


3390.00 678.00


406.80


4474.80 say

'12.11 E

(iii)

Same as Item 12.8 (d) Case I

excluding formwork


3667.00 733.40


440.04


4840.44 say

12.11 E (iii)

4475.00

Grade M25 PCC

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump

Page 25 of 264

4840.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)

722.80


433.68 4770.48 say

(iv)

Remarks/ Input ref.

3614.00

Rate per cum = (a+b+c+d+e) '12.11 E

Cost Rs

4770.00

Grade M30 PCC Same as Item 12.8(f) excluding formwork

Case I


3697.00 739.40


443.64


4880.04 say

12.11 E (iv)


3641.00 728.20


436.92


F (i) Case I

4880.00

4806.12 say

4806.00

Well cap RCC Grade M20 Using Concrete Mixer Unit = cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

5.12

5000.00

25600.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Form Work @ 4 per cent of a+b+c d)


e)


2047.49 10646.95 6388.17


70269.90

Rate per cum = (a+b+c+d+e)/15 12.11 F (i)

4684.66 say

4685.00

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

b)

Material Cement

tonne

40.92

5000.00

204600.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

L-12

Mason

day

3.00

223.36

670.08

L-11

Labour

Page 26 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor c)

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080

Loader (capacity 1 cum)

hour

6.00

806.00

4836.00

P&M-017

Machinery

Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer

Concrete Pump

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

hour

6.00

256.00

1536.00

P&M-007

Formwork @ 4 per cent of (a+b+c)

16112.23

d)


83783.61

e)


50270.17


552971.82

Rate per cum = (a+b+c+d+e)/120 12.11 F

(ii) Case I

4608.10 say

4608.00


b)

c)

Material Cement

tonne

6.05

5000.00

30250.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Form Work @ 3.75 per cent of a+b+c

2093.90

d)


11586.24

e)


6951.74


76469.16

Rate per cum = (a+b+c+d+e)/15 12.11 F (ii)

5097.94 say

5098.00


b)

c)

Material Cement

tonne

48.40

5000.00

242000.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017

Labour L-12

Machinery

Transit Mixer ( capacity 4.0 cu.m ) Page 27 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer

Concrete Pump

Quantity

Rate Rs

hour

15.00

1017.00

15255.00

P&M-049

300L

2.03

610.20

P&M-050 Lead= 1 km

hour

6.00

256.00

1536.00

P&M-007

Formwork @ 3.75 per cent of ( a+b+c)

16507.72

d)


91342.71

e)


54805.62 602861.86

Rate per cum = (a+b+c+d+e)/120 (iii) Case I

Remarks/ Input ref.

tonne.km


12.11 F

Cost Rs

5023.85 say

5024.00


b)

c)

Material Cement

tonne

6.10

5000.00

30500.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Formwork @ 3.5 per cent of (a+b+c)

1963.05

d)


11610.07

e)


6966.04


76626.45

Rate per cum = (a+b+c+d+e)/15 12.11 F (iii)

5108.43 say

5108.00


b)

c)

Material Cement

tonne

48.79

5000.00

243950.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017

Labour L-12

Machinery


Concrete Pump d)

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

hour

6.00

256.00

1536.00

P&M-007

Formwork @ 3.5 per cent of (a+b+c)

15475.45


91526.25

Page 28 of 264

Sr No

Ref. to MoRTH Spec.

Description e)

Unit

Quantity

Rate Rs


604073.27

Rate per cum = (a+b+c+d+e)/120 (iv) Case I

Remarks/ Input ref.

54915.75


12.11 F

Cost Rs

5033.94 say

5034.00


b)

c)

Material Cement

tonne

6.33

5000.00

31650.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Formwork @ 3 per cent of (a+b+c) d)


e)


1717.12 11790.88 7074.53


77819.81

Rate per cum = (a+b+c+d+e)/15 12.11 F (iv)

5187.99 say

5188.00


b)

c)

Material Cement

tonne

50.64

5000.00

253200.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017

Labour L-12

Machinery


Concrete Pump

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

P&M-050 Lead= 1 km

hour

6.00

256.00

1536.00

P&M-007

Formwork @ 3 per cent of (a+b+c)

13542.17

d)


92989.60

e)


55793.76


613731.34


5114.43 say

Page 29 of 264

5114.00

Sr No

Ref. to MoRTH Spec.

Description Note

'12.11 F

(v)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Where ever concrete is carried out using batching plant, transit mixer, concrete pump, Admixtures @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)

Material Cement

tonne

52.20

5000.00

261000.00

M-081

Coarse Sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

kg

206.00

44.70

9208.20

M-180

Mate

day

0.84

151.44

127.21

L-12

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13

Admixture b)

c)

Labour

Machinery Batching Plant

hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080


hour

6.00

806.00

4836.00

P&M-017


hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300.L

2.03

610.20

hour

6.00

256.00

P&M-050 Lead= 1 km P&M-007

Transit Mixer 4 cum capacity for lead beyond 1 km.

Concrete Pump

d)

Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery Overhead charges @ 0.2 on (a+b+c)

e)


96493.29 57895.97


636855.69


5307.13 say

12.12

Section 1200

1536.00 14052.42

5307.00

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 6 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.50 m per hour. a)

b)

Labour Mate

day

0.12

151.44

18.17

L-12

Sinker ( skilled )

day

1.00

164.69

164.69

L-15

Sinking helper ( semi-skilled )

day

2.00

230.00

460.00

L-14

hour

2.00

1073.50

2147.00

P&M-075

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)

c)


d)


214.70 600.91 360.55

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

3966.02 say

12.12 A

(ii)

Beyond 3m upto 10m depth Page 30 of 264

3966.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Rate of sinking = 0.33 m per hour. a)

b)

Labour Mate

day

0.15

151.44

22.72

L-12

Sinker

day

1.25

164.69

205.86

L-15


day

2.50

230.00

575.00

L-14

hour

3.00

1073.50

3220.50

P&M-075

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @10 per cent of (b)

c)


d)


322.05 869.23 521.54


5736.89 say

12.12 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m

5%

6024.00

12th m

5%

6325.00

13th m

5%

6641.00

14th m

5%

6973.00

15th m

5%

7322.00

16th m

5%

7688.00

17th m

5%

8072.00

18th m

5%

8476.00

19th m

5%

8900.00

20th m

5%

9345.00

Total Cost from 10m upto 20m

75766.00

Avg Rate per metre 12.12 A

(iv) a b

7577.00

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m

7.5%

10046.00

Including 20% for Kentledge 12055.00

22nd m

7.5%

10799.00

12959.00

23rd m

7.5%

11609.00

13931.00

24th m

7.5%

12480.00

14976.00

25th m

7.5%

13416.00

16099.00

26th m

7.5%

14422.00

17306.00

27th m

7.5%

15504.00

18605.00

28th m

7.5%

16667.00

20000.00

29th m

7.5%

17917.00

21500.00

30th m

7.5%

19261.00

23113.00

142121.00

170544.00

14212.00

17054.00

Total Cost from 20m upto 30m Avg Rate per metre 12.12 A

(v)

Beyond 30m upto 40 m

a

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 31st m

b

10%

21187.00


32nd

10%

23306.00

27967.00

33rd m

10%

25637.00

30764.00

34th m

10%

28201.00

33841.00

35th m

10%

31021.00

37225.00

36th m

10%

34123.00

40948.00

37th m

10%

37535.00

45042.00

38th m

10%

41289.00

49547.00

39th m

10%

45418.00

54502.00

Page 31 of 264

5737.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

40th m

10%

Total Cost from 30m upto 40m Avg Rate per metre 12.12

B

Quantity

Rate Rs

49960.00

59952.00

337677.00

405212.00

33768.00

40521.00

Cost Rs

Remarks/ Input ref.

Clayey Soil ( 6m dia. Well ) Unit = Running Meter. Taking output = 1 meter

(i)

Depth below bed level upto 3.0 M Rate of sinking = 0.33 m per hour. a)

b)

Labour Mate

day

0.15

151.44

22.72

L-12

Sinker ( skilled )

day

1.50

164.69

247.04

L-15


day

2.25

230.00

517.50

L-14

hour

3.00

1073.50

3220.50

P&M-075

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @ 10 per cent of (b)

c)


d)


322.05 865.96 519.58


5715.34 say

12.12 B

(ii)

5715.00

Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)

b)

Labour Mate

day

0.30

151.44

45.43

L-12

Sinker

day

3.00

164.69

494.07

L-15


day

4.50

230.00

1035.00

L-14

hour

6.00

1073.50

6441.00

P&M-075

hour

2.00

740.15

1480.30

P&M-063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)

c)


d)


792.13 2057.59 1234.55


13580.07 say

12.12 B

(iii) a b

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.

11th m

5%

14259.00

14972.00

12th m

5%

14972.00

15721.00

13th m

5%

15721.00

16507.00

14th m

5%

16507.00

17332.00

15th m

5%

17332.00

18199.00

16th m

5%

18199.00

19109.00

17th m

5%

19109.00

20064.00

18th m

5%

20064.00

21067.00

19th m

5%

21067.00

22120.00

20th m

5%

22120.00

23226.00

179350.00

188317.00

17935.00

18832.00

Total Cost from 10m upto 20m Avg Rate per metre 12.12 B

(iv) a

Including for dewatering @ 5% of cost, if required

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter

Page 32 of 264

13580.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

b

Add 5 per cent of cost for dewatering of the cost, if required

c

Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).

7.5%

23779.00

29724.00

31210.00

22nd m

7.5%

25562.00

31953.00

33551.00

23rd m

7.5%

27479.00

34349.00

36066.00

24th m

7.5%

29540.00

36925.00

38771.00

25th m

7.5%

31756.00

39695.00

41680.00

26th m

7.5%

34138.00

42673.00

44807.00

27th m

7.5%

36698.00

45873.00

48167.00

28th m

7.5%

39450.00

49313.00

51779.00

29th m

7.5%

42409.00

53011.00

55662.00

30th m

7.5%

45590.00

56988.00

59837.00

336401.00

420504.00

441530.00

33640.00

42050.00

44153.00

Avg Rate per metre Beyond 30m upto 40 m

a

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required

c

Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).

31st m

10%

50149.00

60179.00

63188.00

32nd

10%

55164.00

66197.00

69507.00

33rd m

10%

60680.00

72816.00

76457.00

34th m

10%

66748.00

80098.00

84103.00

35th m

10%

73423.00

88108.00

92513.00

36th m

10%

80765.00

96918.00

101764.00

37th m

10%

88842.00

106610.00

111941.00

38th m

10%

97726.00

117271.00

123135.00

39th m

10%

107499.00

128999.00

135449.00

40th m

10%

118249.00

141899.00

148994.00

799245.00

959095.00

1007051.00

79925.00

95910.00

100705.00

Avg Rate per metre C

Remarks/ Input ref.

Including 20% Including 5% for Kentledge for dewatering, if required

Total Cost from 30m upto 40m 12.12

Cost Rs

21st m

(v)

b

Rate Rs


Total Cost from 20m upto 30m 12.12 B

Quantity

Soft Rock (6m dia well ) Unit = Running Meter. Taking output = 1 m Depth in Soft rock strata up to 3m Rate of sinking = 0.25 m per hour. a)

b)

Labour Mate

day

0.92

151.44

139.32

L-12

Sinker ( skilled )

day

3.00

164.69

494.07

L-15


day

20.00

230.00

4600.00

L-14

Diver

day

0.50

264.50

132.25

L-07

hour

4.00

1073.50

4294.00

P&M-075

hour

3.50

740.15

2590.53

P&M-063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)

688.45 646.93

c)

Add for dewatering @ of 5 per cent of (a+b), if required Overhead charges @ 0.2 on (a+b)

2717.11

d)


1630.27


17932.93 say Page 33 of 264

17933.00

Sr No

Ref. to MoRTH Spec.

12.12

Description D

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Hard Rock (6m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking = 0.17 m per hour. a)

b)

c)

Material Gelatine 80 per cent

Kg

4.00

146.00

Electric Detonators

each

18.00

14.56

Mate

day

1.56

151.44

236.25

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

12.00

136.69

1640.28

L-13

Mazdoor (Skilled)

day

4.00

164.69

658.76

L-15

hour

6.00

1073.50

6441.00

P&M-075

hour

2.00

740.15

1480.30

P&M-063

Machinery

552.59

Consumables in sinking @ 10 per cent of cost of (b). d)


e)


792.13 2648.50 1589.10

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

17480.11 say

Section 1200

M-104

262.08 M-094/100

Labour

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required.

12.13

584.00

17480.00

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 7 m. A (i)

Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.30 m per hour. a)

b)

Labour Mate

day

0.15

151.44

22.72

L-12

Sinker ( skilled )

day

1.25

164.69

205.86

L-15


day

2.50

230.00

575.00

L-14

hour

3.25

1073.50

3488.88

P&M-075


348.89

c)


928.27

d)


464.13

Rate per metre = (a+b+c+d) 12.13 A

(ii)

6033.74

Beyond 3m upto 10m depth

12067.49

Rate of sinking = 0.22 m per hour. a)

b)

say

Mate

day

0.18

151.44

27.26

L-12

Sinker

day

1.50

164.69

247.04

L-15


day

3.00

230.00

690.00

L-14

hour

4.50

1073.50

4830.75

P&M-075


c)

12067.00

Labour

Overhead charges @ 0.2 on (a+b) Page 34 of 264

483.08 1255.62

Sr No

Ref. to MoRTH Spec.

Description d)

Unit

Quantity

Rate Rs


753.37


8287.12 say

12.13 A

(iii) a


0.165

5%

8701.00

12th m

5%

9136.00

13th m

5%

9593.00

14th m

5%

10073.00

15th m

5%

10577.00

16th m

5%

11106.00

17th m

5%

11661.00

18th m

5%

12244.00

19th m

5%

12856.00

20th m

5%

Total Cost from 10m upto 20m (iv) a b

10945.00

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). 21st m

7.5%

14511.00


22nd m

7.5%

15599.00

18719.00

23rd m

7.5%

16769.00

20123.00

24th m

7.5%

18027.00

21632.00

25th m

7.5%

19379.00

23255.00

26th m

7.5%

20832.00

24998.00

27th m

7.5%

22394.00

26873.00

28th m

7.5%

24074.00

28889.00

29th m

7.5%

25880.00

31056.00

30th m

7.5%

27821.00

33385.00

205286.00

246343.00

20529.00

24634.00


(v)


a

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m

b

10%

30603.00


32nd

10%

33663.00

40396.00

33rd m

10%

37029.00

44435.00

34th m

10%

40732.00

48878.00

35th m

10%

44805.00

53766.00

36th m

10%

49286.00

59143.00

37th m

10%

54215.00

65058.00

38th m

10%

59637.00

71564.00

39th m

10%

65601.00

78721.00

40th m

10%

72161.00

86593.00

487732.00

585278.00

48773.00

58528.00


B

Clayey Soil ( 7m dia. Well ) Unit = Running Meter. Taking output = 1 cum

(I)

13499.00 109446.00


Depth below bed level upto 3.0 M Rate of sinking = 0.22 m per hour. a)

Cost Rs


8287.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

b)

Unit

Quantity

Rate Rs

day

0.18

151.44

27.26

L-12

Sinker ( skilled )

day

1.50

164.69

247.04

L-15


day

3.00

230.00

690.00

L-14

hour

4.50

1073.50

4830.75

P&M-075

Machinery

d)


e)


483.08 1255.62 753.37


8287.12 say

(ii)

Remarks/ Input ref.

Mate

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)

12.13 B

Cost Rs

8287.00

Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)

b)

Labour Mate

day

0.26

151.44

39.37

L-12

Sinker

day

2.00

164.69

329.38

L-15


day

4.00

230.00

920.00

L-14

hour

6.00

1073.50

6441.00

P&M-075

hour

3.25

740.15

644.10

P&M-063


c)


d)


708.51 1816.47 1089.88


11988.72 say

12.13 B

(iii) a b

Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.


11th m

5%

12588.00

13217.00

12th m

5%

13217.00

13878.00

13th m

5%

13878.00

14572.00

14th m

5%

14572.00

15301.00

15th m

5%

15301.00

16066.00

16th m

5%

16066.00

16869.00

17th m

5%

16869.00

17712.00

18th m

5%

17712.00

18598.00

19th m

5%

18598.00

19528.00

20th m

5%

19528.00

20504.00

158329.00

166245.00

15833.00

16625.00


(iv) a b c

11989.00

Beyond 10 m upto 20 m

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).


31st m

7.5%

20993.00

26241.00

27553.00

32nd

7.5%

22567.00

28209.00

29619.00

33rd m

7.5%

24260.00

30325.00

31841.00

34th m

7.5%

26080.00

32600.00

34230.00

35th m

7.5%

28036.00

35045.00

36797.00

Page 36 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit 7.5%

30139.00

37674.00

39558.00

7.5%

32399.00

40499.00

42524.00

38th m

7.5%

34829.00

43536.00

45713.00

39th m

7.5%

37441.00

46801.00

49141.00

40th m

7.5%

40249.00

50311.00

52827.00

296993.00

371241.00

389803.00

29699.00

37124.00

38980.00

Avg Rate per metre Beyond 30m upto 40 m

a


c


31st m

10%

44274.00

53129.00

55785.00

32nd

10%

48701.00

58441.00

61363.00

33rd m

10%

53571.00

64285.00

67499.00

34th m

10%

58928.00

70714.00

74250.00

35th m

10%

64821.00

77785.00

81674.00

36th m

10%

71303.00

85564.00

89842.00

37th m

10%

78433.00

94120.00

98826.00

38th m

10%

86276.00

103531.00

108708.00

39th m

10%

94904.00

113885.00

119579.00

40th m

10%

104394.00

125273.00

131537.00

705605.00

846727.00

889063.00

70561.00

84673.00

88906.00


Remarks/ Input ref.



Cost Rs

37th m

(v)

b

Rate Rs

36th m


Quantity

Soft Rock ( 7m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking = 0.22 m per hour. a)

b)

Labour Mate

day

0.58

151.44

87.84

L-12

Sinker ( skilled )

day

4.00

164.69

658.76

L-15


day

10.00

230.00

2300.00

L-14

Diver

day

0.75

264.50

198.38

L-07

hour

4.50

1073.50

4830.75

P&M-075

hour

3.75

740.15

2775.56

P&M-063


760.63 542.56

c)


d)


2430.90 1458.54

Rate per metre = (a+b+c+d) 12.13

D

16043.91 say

16044.00

1022.00

Hard Rock ( 7m dia well ) Unit = Running Meter Taking output = 1 m Depth in Hard rock strata up to 3 m Rate of sinking = 0.17 m per hour. a)

b)


Kg

7.00

146.00

Electric Detonators

each

30.00

14.56

day

1.60

151.44

M-104

436.80 M-094/100

Labour Mate Page 37 of 264

242.30

L-12

Sr No

Ref. to MoRTH Spec.

Description

c)

Unit

Quantity

Rate Rs

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

18.00

136.69

2460.42

L-13

Mazdoor (Skilled)

day

4.00

164.69

658.76

L-15

Diver

day

0.50

264.50

132.25

L-07

hour

6.00

1073.50

6441.00

P&M-075

hour

2.00

740.15

1480.30

P&M-063

Machinery

600.51



e)


852.18 2984.33 1790.60


19696.58 say

Section 1200

Remarks/ Input ref.

Driller

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required.

12.14

Cost Rs

19697.00


Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)

b)

Labour Mate

day

0.18

151.44

27.26

L-12

Sinker ( skilled )

day

1.50

164.69

247.04

L-15


day

3.00

230.00

690.00

L-14

hour

4.00

1073.50

4294.00

P&M-075


c)


d)


429.40 1137.54 682.52


7507.76 say

12.14 A

(ii)

7508.00

Beyond 3m upto 10m depth Rate of sinking @ 0.20 m/hour a)

b)

Labour Mate

day

0.25

151.44

37.86

L-12

Sinker

day

1.75

164.69

288.21

L-15


day

3.50

230.00

805.00

L-14

hour

5.00

1073.50

5367.50

P&M-075


c)


d)


536.75 1407.06 844.24


9286.62 say

12.14 A

(iii) a

Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m 12th m Page 38 of 264

5%

9751.00

5%

10239.00

9287.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

13th m

5%

10751.00

14th m

5%

11289.00

15th m

5%

11853.00

16th m

5%

12446.00

17th m

5%

13068.00

18th m

5%

13721.00

19th m

5%

14407.00

20th m

5%


Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m

7.5%

16262.00

22nd m

7.5%

17482.00

20978.00

23rd m

7.5%

18793.00

22552.00

24th m

7.5%

20202.00

24242.00

25th m

7.5%

21717.00

26060.00

26th m

7.5%

23346.00

28015.00

27th m

7.5%

25097.00

30116.00

28th m

7.5%

26979.00

32375.00

29th m

7.5%

29002.00

34802.00

30th m

7.5%

31177.00

37412.00

230057.00

276066.00

23006.00

27607.00


a


10%

34295.00


32nd

10%

37725.00

45270.00

33rd m

10%

41498.00

49798.00

34th m

10%

45648.00

54778.00

35th m

10%

50213.00

60256.00

36th m

10%

55234.00

66281.00

37th m

10%

60757.00

72908.00

38th m

10%

66833.00

80200.00

39th m

10%

73516.00

88219.00

40th m

10%

80868.00

97042.00

80868.00

97042.00

8087.00

9704.00

Total Cost from 30m upto 40m Avg Rate per metre B

15127.00


Avg Rate per metre

12.14

Remarks/ Input ref.

12265.00

(v)

b

Cost Rs


Total Cost from 20m upto 30m 12.14 A

Rate Rs

122652.00


Quantity

Clayey Soil ( 8m dia. Well ) Unit = Running Meter. Taking output = 1 meter

(i)

Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)

b)

Labour Mate

day

0.22

151.44

33.32

L-12

Sinker ( skilled )

day

2.00

164.69

329.38

L-15


hour

3.50

230.00

805.00

L-14

5.50

1073.50

5904.25

P&M-075

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)

c)


590.43 1532.47

Sr No

Ref. to MoRTH Spec.

Description d)

Unit

Quantity

Rate Rs


10114.33 say

(ii)

Remarks/ Input ref.

919.48

Rate per metre = (a+b+c+d) 12.14 B

Cost Rs

10114.00


b)

Labour Mate

day

0.32

151.44

48.46

L-12

Sinker

day

2.50

164.69

411.73

L-15


day

4.50

230.00

1035.00

L-14

hour

6.00

1073.50

6441.00

P&M-075

hour

3.50

740.15

2590.53

P&M-063


c)


d)


903.15 2285.97 1371.58


15087.42 say

12.14 B

(iii) a b



11th m

5%

15842.00

16634.00

12th m

5%

16634.00

17466.00

13th m

5%

17466.00

18339.00

14th m

5%

18339.00

19256.00

15th m

5%

19256.00

20219.00

16th m

5%

20219.00

21230.00

17th m

5%

21230.00

22292.00

18th m

5%

22292.00

23407.00

19th m

5%

23407.00

24577.00

20th m

5%

24577.00

25806.00

199262.00

209226.00

19926.00

20923.00


(iv) a b c


7.5%

26420.00

33025.00

34676.00

32nd

7.5%

28402.00

35503.00

37278.00

33rd m

7.5%

30532.00

38165.00

40073.00

34th m

7.5%

32822.00

41028.00

43079.00

35th m

7.5%

35284.00

44105.00

46310.00

36th m

7.5%

37930.00

47413.00

49784.00

37th m

7.5%

40775.00

50969.00

53517.00

38th m

7.5%

43833.00

54791.00

57531.00

39th m

7.5%

47120.00

58900.00

61845.00

40th m

7.5%

50654.00

63318.00

66484.00

373772.00

467217.00

490577.00

37377.00

46722.00

49058.00

Avg Rate per metre (v)


31st m


15087.00


Beyond 30m upto 40 m Page 40 of 264

Sr No

Ref. to MoRTH Spec.

Description a b c

Unit


Cost Rs

Remarks/ Input ref.


31st m

10%

55719.00

66863.00

70206.00

32nd

10%

61291.00

73549.00

77226.00

33rd m

10%

67420.00

80904.00

84949.00

34th m

10%

74162.00

88994.00

93444.00

35th m

10%

81578.00

97894.00

102789.00

36th m

10%

89736.00

107683.00

113067.00

37th m

10%

98710.00

118452.00

124375.00

38th m

10%

108581.00

130297.00

136812.00

39th m

10%

119439.00

143327.00

150493.00

40th m

10%

131383.00

157660.00

165543.00

888019.00

1065623.00

1118904.00

88802.00

106562.00

111890.00


Rate Rs



Quantity

Soft Rock ( 8m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.20 m/hour a)

b)

Labour Mate

day

0.68

151.44

102.98

L-12

Sinker ( skilled )

day

4.00

164.69

658.76

L-15


day

12.00

230.00

2760.00

L-14

Diver

day

1.00

264.50

264.50

L-07

hour

5.00

1073.50

5367.50

P&M-075

hour

3.75

740.15

2775.56

P&M-063


814.31 637.18

c)


d)


2676.16 1605.69


D

17662.64 say

17663.00

1168.00

Hard Rock ( 8m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.17 m/hour a)

b)

c)


Kg

8.00

146.00

Electric Detonators

each

32.00

14.56

M-104

Mate

day

1.09

151.44

165.07

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

20.00

136.69

2733.80

L-13

Mazdoor (Skilled)

day

4.00

164.69

658.76

L-15

hour

6.00

1073.50

6441.00

P&M-075

hour

2.00

740.15

1480.30

P&M-063

465.92 M-094/100

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Page 41 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Dewatering @ 5 per cent of cost of (b+c), if required. Overhead charges @ 0.2 on (a+b+c)

e)


415.28 2945.39 1767.23


19439.58 say

12.15

Section 1200

Remarks/ Input ref.

603.70


Cost Rs

19440.00


Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)

b)

Labour Mate

day

0.19

151.44

28.77

L-12

Sinker ( skilled )

day

1.50

164.69

247.04

L-15


day

3.25

230.00

747.50

L-14

hour

4.00

1073.50

4294.00

P&M-075


c)


d)


429.40 1149.34 689.61


7585.66 say

12.15 A

(ii)

7586.00


b)

Labour Mate

day

0.27

151.44

40.89

L-12

Sinker

day

1.75

164.69

288.21

L-15


day

4.00

230.00

920.00

L-14

hour

5.50

1073.50

5904.25

P&M-075


c)


d)


590.43 1548.75 929.25


10221.78 say

12.15 A

(iii) a


5%

10733.00

12th m

5%

11270.00

13th m

5%

11834.00

14th m

5%

12426.00

15th m

5%

13047.00

16th m

5%

13699.00

17th m

5%

14384.00

18th m

5%

15103.00

19th m

5%

15858.00

20th m

5%

Total Cost from 10m upto 20m

16651.00 135005.00

Avg Rate per metre

13501.00 Page 42 of 264

10222.00

Sr No 12.15 A

Ref. to MoRTH Spec.

Description (iv) a b

Unit

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m

7.5%

17899.83


22nd m

7.5%

19242.00

23090.00

23rd m

7.5%

20685.00

24822.00

24th m

7.5%

22236.00

26683.00

25th m

7.5%

23904.00

28685.00

26th m

7.5%

25697.00

30836.00

27th m

7.5%

27624.00

33149.00

28th m

7.5%

29696.00

35635.00

29th m

7.5%

31923.00

38308.00

30th m

7.5%

34317.00

41180.00

253223.83

303868.00

25322.00

30387.00



a


b

10%

37748.70


32nd

10%

41524.00

49829.00

33rd m

10%

45676.00

54811.00

34th m

10%

50244.00

60293.00

35th m

10%

55268.00

66322.00

36th m

10%

60795.00

72954.00

37th m

10%

66875.00

80250.00

38th m

10%

73563.00

88276.00

39th m

10%

80919.00

97103.00

40th m

10%

89011.00

106813.00

601623.70

721949.00

60162.00

72195.00


B

Rate Rs

Cost Rs

Remarks/ Input ref.



Quantity

Clayey Soil ( 9m dia. Well ) Unit = Running Meter. Taking output = 1 cum

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.17 m / hour a)

b)

Labour Mate

day

0.24

151.44

36.35

L-12

Sinker ( skilled )

day

2.25

164.69

370.55

L-15


day

3.75

230.00

862.50

L-14

hour

5.75

1073.50

6172.63

P&M-075


c)


d)


617.26 1611.86 967.11


10638.26 say

12.15 B

(ii)

10638.00

Beyond 3m upto 10m depth Rate of sinking 0.15 m / hour a)

b)

Labour Mate

day

0.34

151.44

51.49

L-12

Sinker

day

2.50

164.69

411.73

L-15


day

5.00

230.00

1150.00

L-14


Sr No

Ref. to MoRTH Spec.

Description

Unit

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c)


d)


Quantity

Rate Rs

6.50

1073.50

6977.75

P&M-075

hour

3.75

740.15

2775.56

P&M-063

975.33 2468.37 1481.02 16291.25 say

(iii) a b



11th m

5%

17106.00

17961.00

12th m

5%

17961.00

18859.00

13th m

5%

18859.00

19802.00

14th m

5%

19802.00

20792.00

15th m

5%

20792.00

21832.00

16th m

5%

21832.00

22924.00

17th m

5%

22924.00

24070.00

18th m

5%

24070.00

25274.00

19th m

5%

25274.00

26538.00

20th m

5%

26538.00

27865.00

215158.00

225917.00

21516.00

22592.00

Avg Rate per metre (iv) a b c



31st m

7.5%

28528.00

35660.00

37443.00

32nd

7.5%

30668.00

38335.00

40252.00

33rd m

7.5%

32968.00

41210.00

43271.00

34th m

7.5%

35441.00

44301.00

46516.00

35th m

7.5%

38099.00

47624.00

50005.00

36th m

7.5%

40956.00

51195.00

53755.00

37th m

7.5%

44028.00

55035.00

57787.00

38th m

7.5%

47330.00

59163.00

62121.00

39th m

7.5%

50880.00

63600.00

66780.00

40th m

7.5%

54696.00

68370.00

71789.00

403594.00

504493.00

529719.00

40359.00

50449.00

52972.00


(v) a b c

16291.00



Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).


31st m

10%

60166.00

72199.00

75809.00

32nd

10%

66183.00

79420.00

83391.00

33rd m

10%

72801.00

87361.00

91729.00

34th m

10%

80081.00

96097.00

100902.00

Page 44 of 264

Remarks/ Input ref.

hour

Rate per metre = (a+b+c+d) 12.15 B

Cost Rs

Sr No

Ref. to MoRTH Spec.

Description

Unit

Cost Rs

Remarks/ Input ref.

10%

88089.00

105707.00

110992.00

36th m

10%

96898.00

116278.00

122092.00

37th m

10%

106588.00

127906.00

134301.00

38th m

10%

117247.00

140696.00

147731.00

39th m

10%

128972.00

154766.00

162504.00

40th m

10%

141869.00

170243.00

178755.00

958894.00

1150673.00

1208206.00

95889.00

115067.00

120821.00

0.76

151.44

115.09

L-12


Rate Rs

35th m


Quantity

Soft Rock ( 9m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata up to 3m Rate of sinking 0.15 m / hour a)

b)

Labour Mate

day

Sinker ( skilled )

day

4.00

164.69

658.76

L-15


day

14.00

230.00

3220.00

L-14

Diver

day

1.20

264.50

317.40

L-07

hour

6.50

1073.50

6977.75

P&M-075

hour

4.00

740.15

2960.60

P&M-063


993.84 1524.34

c)


d)


3353.56 2012.13


D

22133.47 say

22133.00

1460.00

Hard Rock ( 9m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.15 m / hour a)

b)

c)


Kg

10.00

146.00

Electric Detonators

each

40.00

14.56

M-104

Mate

day

1.17

151.44

177.18

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

22.00

136.69

3007.18

L-13

Mazdoor (Skilled)

day

4.00

164.69

658.76

L-15

Diver

day

1.00

264.50

264.50

L-07

hour

7.00

1073.50

7514.50

P&M-075

hour

2.50

740.15

1850.38

P&M-063

582.40 M-094/100

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required.

703.38



e)


470.27 3456.74 2074.04


22814.46 say

Page 45 of 264

22814.00

Sr No

Ref. to MoRTH Spec.

12.16

1200

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 1 m Diameter of well - 10 m. A

Sandy Soil

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.20 m / hour a)

b)

Labour Mate

day

0.20

151.44

30.29

L-12

Sinker ( skilled )

day

1.50

164.69

247.04

L-15


day

3.50

230.00

805.00

L-14

hour

5.00

1073.50

5367.50

P&M-075


c)


d)


536.75 1397.31 838.39


9222.28 say

12.16 A

(ii)

9222.00

Beyond 3m upto 10m depth Rate of sinking 0.17 m / hour a)

b)

Labour Mate

day

0.31

151.44

46.95

L-12

Sinker

day

2.00

164.69

329.38

L-15


day

4.25

230.00

977.50

L-14

hour

5.75

1073.50

6172.63

P&M-075


c)


d)


617.26 1628.74 977.25


10749.70 say

12.16 A

(iii) a


5% 5%

11851.00

13th m

5%

12444.00

14th m

5%

13066.00

15th m

5%

13719.00

16th m

5%

14405.00

17th m

5%

15125.00

18th m

5%

15881.00

19th m

5%

16675.00

20th m

5%


17509.00 141962.00


11287.00

12th m

14196.00

Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m Page 46 of 264

7.5%

18822.00


10750.00

Sr No

Ref. to MoRTH Spec.

Description

Unit 7.5%

20234.00

24281.00

23rd m

7.5%

21752.00

26102.00

24th m

7.5%

23383.00

28060.00

25th m

7.5%

25137.00

30164.00

26th m

7.5%

27022.00

32426.00

27th m

7.5%

29049.00

34859.00

28th m

7.5%

31228.00

37474.00

29th m

7.5%

33570.00

40284.00

30th m

7.5%

36088.00

43306.00

266285.00

319542.00

26629.00

31954.00



a


b

10%

39697.00


32nd

10%

43667.00

52400.00

33rd m

10%

48034.00

57641.00

34th m

10%

52837.00

63404.00

35th m

10%

58121.00

69745.00

36th m

10%

63933.00

76720.00

37th m

10%

70326.00

84391.00

38th m

10%

77359.00

92831.00

39th m

10%

85095.00

102114.00

40th m

10%

93605.00

112326.00

632674.00

759208.00

63267.00

75921.00


B

Rate Rs

22nd m


Quantity

Cost Rs

Remarks/ Input ref.

Clayey Soil (10m dia. Well ) Unit = Running Meter Taking output = 1 cum

(i)

Depth below bed level upto 3.0 M Rate of sinking 0.18m/hour. a)

b)

Labour Mate

day

0.25

151.44

37.86

L-12

Sinker ( skilled )

day

2.50

164.69

411.73

L-15


day

5.50

230.00

1265.00

L-14

hour

6.00

1073.50

6441.00

P&M-075


c)


d)


644.10 1759.94 1055.96


11615.58 say

12.16 B

(ii)

11616.00

Beyond 3m upto 10m depth Rate of sinking 0.15m/hour. a)

b)

Labour Mate

day

0.40

151.44

60.58

L-12

Sinker

day

3.00

164.69

494.07

L-15


day

5.50

230.00

1265.00

L-14

hour

6.00

1073.50

6441.00

P&M-075

hour

4.00

740.15

2960.60

P&M-063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent of (b)

c)


940.16 2432.28

Sr No

Ref. to MoRTH Spec.

Description d)

Unit

Quantity

Rate Rs


1459.37


16053.06 say

12.16 B

(iii) a b



11th m

5%

16856.00

17699.00

12th m

5%

17699.00

18584.00

13th m

5%

18584.00

19513.00

14th m

5%

19513.00

20489.00

15th m

5%

20489.00

21513.00

16th m

5%

21513.00

22589.00

17th m

5%

22589.00

23718.00

18th m

5%

23718.00

24904.00

19th m

5%

24904.00

26149.00

20th m

5%

26149.00

27456.00

212014.00

222614.00

21201.00

22261.00




31st m

7.5%

28110.00

35138.00

36895.00

32nd

7.5%

30218.00

37773.00

39662.00

33rd m

7.5%

32484.00

40605.00

42635.00

34th m

7.5%

34920.00

43650.00

45833.00

35th m

7.5%

37539.00

46924.00

49270.00

36th m

7.5%

40354.00

50443.00

52965.00

37th m

7.5%

43381.00

54226.00

56937.00

38th m

7.5%

46635.00

58294.00

61209.00

39th m

7.5%

50133.00

62666.00

65799.00

40th m

7.5%

53893.00

67366.00

70734.00

397667.00

497085.00

521939.00

39767.00

49709.00

52194.00


(v) a b c

16053.00



Cost Rs



31st m

10%

59282.00

71138.00

74695.00

32nd

10%

65210.00

78252.00

82165.00

33rd m

10%

71731.00

86077.00

90380.85

34th m

10%

78904.00

94685.00

99419.25

35th m

10%

86794.00

104153.00

109360.65

36th m

10%

95473.00

114568.00

120296.40

37th m

10%

105020.00

126024.00

132325.20

38th m

10%

115522.00

138626.00

145557.30

39th m

10%

127074.00

152489.00

160113.45

Page 48 of 264

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description 40th m

Unit

Quantity

10%

139781.00

167737.00

176123.85

944791.00

1133749.00

1190436.95

94479.00

113375.00

119044.00


C

Rate Rs

Cost Rs

Remarks/ Input ref.

Soft Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking 0.14m/hour. a)

b)

Labour Mate

day

0.86

151.44

130.24

L-12

Sinker ( skilled )

day

4.00

164.69

658.76

L-15


day

16.00

230.00

3680.00

L-14

Diver

day

1.40

264.50

370.30

L-07

hour

7.00

1073.50

7514.50

P&M-075

hour

4.25

740.15

3145.64

P&M-063


1066.01

Add for dewatering @ 5 per cent of cost, if required

586.31

c)


3430.35

d)


2058.21


D

22640.32 say

22640.00

1606.00

Hard Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.12 m/ hour. a)

b)

c)


Kg

11.00

146.00

Electric Detonators

each.

44.00

14.56

Mate

day

1.27

151.44

192.33

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

24.00

136.69

3280.56

L-13

Mazdoor (Skilled)

day

4.00

164.69

658.76

L-15

hour

8.50

1073.50

9124.75

P&M-075

hour

3.00

740.15

2220.45

P&M-063

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required.

d)

Consumables in sinking @ 10 per cent of cost of (b+c). Overhead charges @ 0.2 on (a+b+c)

e)


567.26 1663.92 4109.96 2465.98


27125.73 say

12.17

1200

Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 0.50 m Diameter of well - 11 m. A

M-104

640.64 M-094/100

Sandy Soil Page 49 of 264

27126.00

Sr No

Ref. to MoRTH Spec.

Description (i)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.


b)

Labour Mate

day

0.21

151.44

31.80

L-12

Sinker ( skilled )

day

1.50

164.69

247.04

L-15

Sinking helper (semi-skilled)

day

3.30

230.00

759.00

L-14

hour

6.00

1073.50

6441.00

P&M-075


d)


e)


644.10 1624.59 974.75

Cost for 0.5m = a+b+c+d

10722.28

Rate per metre = (a+b+c+d)/0.50

21444.55 say

12.17 A

(ii)

21445.00


b)

Labour Mate

day

0.32

151.44

48.46

L-12

Sinker

day

2.00

164.69

329.38

L-15


day

4.50

230.00

1035.00

L-14

hour

4.00

1073.50

4294.00

P&M-075


c)


d)


429.40 1227.25 736.35


8099.84


16199.68 say

12.17 A

(iii) a


5%

17010.00

12th m

5%

17861.00

13th m

5%

18754.00

14th m

5%

19692.00

15th m

5%

20677.00

16th m

5%

21711.00

17th m

5%

22797.00

18th m

5%

23937.00

19th m

5%

25134.00

20th m

5%


(iv) a b

26391.00 213964.00 21396.00


7.5%

28370.00


22nd m

7.5%

30498.00

36598.00

23rd m

7.5%

32785.00

39342.00

24th m

7.5%

35244.00

42293.00

25th m

7.5%

37887.00

45464.00

26th m

7.5%

40729.00

48875.00

27th m

7.5%

43784.00

52541.00

28th m

7.5%

47068.00

56482.00

Page 50 of 264

16200.00

Sr No

Ref. to MoRTH Spec.

Description

Unit 7.5%

50598.00

30th m

7.5%

54393.00

65272.00

401356.00

481629.00

40136.00

48163.00



a


b

10%

59832.00

32nd

10%

65815.00

78978.00

33rd m

10%

72397.00

86876.00

34th m

10%

79637.00

95564.00

35th m

10%

87601.00

105121.00

36th m

10%

96361.00

115633.00

37th m

10%

105997.00

127196.00

38th m

10%

116597.00

139916.00

39th m

10%

128257.00

153908.00

40th m

10%

141083.00

169300.00

953577.00

1144290.00

95358.00

114429.00

Avg Rate per metre B

Cost Rs

Remarks/ Input ref.

60718.00



Rate Rs

29th m Total Cost from 20m upto 30m 12.17 A

Quantity

Clayey Soil (11 m dia. Well ) Unit = Running Meter Taking output = 0.50 meter

(i)


b)

Labour Mate

day

0.26

151.44

39.37

L-12

Sinker ( skilled )

day

2.50

164.69

411.73

L-15


day

4.00

230.00

920.00

L-14

hour

5.00

1073.50

5367.50

P&M-075


c)


d)


536.75 1455.07 873.04


9603.46


19206.92 say

12.17 B

(ii)

19207.00


b)

Labour Mate

day

0.43

151.44

65.12

L-12

Sinker

day

3.50

164.69

576.42

L-15


day

5.75

230.00

1322.50

L-14

hour

6.00

1073.50

6441.00

P&M-075

hour

4.25

740.15

3145.64

P&M-063

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent of (b)

c)


d)


958.66 2501.87 1501.12


16512.32


33024.65 say

12.17 B

(iii) a

Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 51 of 264

33025.00

Sr No

Ref. to MoRTH Spec.

Description b

Unit

Add for dewatering @ 5 per cent of cost, if required.

11th m

5%

34676.00

36410.00

12th m

5%

36410.00

38231.00

13th m

5%

38231.00

40143.00

14th m

5%

40143.00

42150.00

15th m

5%

42150.00

44258.00

16th m

5%

44258.00

46471.00

17th m

5%

46471.00

48795.00

18th m

5%

48795.00

51235.00

19th m

5%

51235.00

53797.00

20th m

5%

53797.00

56487.00

436166.00

457974.00

43617.00

45797.00


Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).


31st m

7.5%

57832.00

72290.00

75905.00

32nd

7.5%

62169.00

77711.00

81597.00

33rd m

7.5%

66832.00

83540.00

87717.00

34th m

7.5%

71844.00

89805.00

94295.00

35th m

7.5%

77232.00

96540.00

101367.00

36th m

7.5%

83024.00

103780.00

108969.00

37th m

7.5%

89251.00

111564.00

117142.00

38th m

7.5%

95945.00

119931.00

125928.00

39th m

7.5%

103141.00

128926.00

135372.00

40th m

7.5%

110877.00

138596.00

145526.00

818147.00

1022683.00

1073817.00

81815.00

102268.00

107382.00

Avg Rate per metre (v) a b c


10%

121965.00

146358.00

153676.00

32nd

10%

134162.00

160994.00

169044.00

33rd m

10%

147578.00

177094.00

185949.00

34th m

10%

162336.00

194803.00

204543.00

35th m

10%

178570.00

214284.00

224998.00

36th m

10%

196427.00

235712.00

247498.00

37th m

10%

216070.00

259284.00

272248.00

38th m

10%

237677.00

285212.00

299473.00

39th m

10%

261445.00

313734.00

329421.00

40th m

10%

287590.00

345108.00

362363.00

1943820

2332583

2449213

194382.00

233258.00

244921.00



31st m


Cost Rs



Rate Rs Including for dewatering @ 5% of cost, if required


Quantity

Soft Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Page 52 of 264

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Depth in soft rock strata upto 3m Rate of sinking @ 0.06 m/hour a)

b)

Labour Mate

day

0.95

151.44

143.87

L-12

Sinker ( skilled )

day

4.25

164.69

699.93

L-15


day

18.00

230.00

4140.00

L-14

Diver

day

1.50

264.50

396.75

L-07

hour

8.00

1073.50

8588.00

P&M-075

hour

4.50

740.15

3330.68

P&M-063


1191.87

Add for dewatering @ 5 per cent of cost, if required c)


d)


655.53 3829.32 2297.59


25273.54

Rate per metre = (a+b+c+d)/0.50 12.17

D

50547.08 say

50547.00

1752.00

Hard Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Depth in hard rock upto 3 m Rate of sinking @ 0.05 m/hour a)

b)

c)


Kg

12.00

146.00

Electric Detonators

each.

48.00

14.56

Mate

day

1.35

151.44

204.44

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

26.00

136.69

3553.94

L-13

Mazdoor (Skilled)

day

4.00

164.69

658.76

L-15

hour

10.00

1073.50

10735.00

P&M-075

hour

3.50

740.15

2590.53

P&M-063

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required.

d)

Consumables in sinking @ 10 per cent of cost of (b+c). Overhead charges @ 0.2 on (a+b+c)

e)


666.28 1833.78 4657.75 2794.65


30741.12

Rate per metre = (a+b+c+d)/0.50 12.18

1200

M-104

698.88 M-094/100

61482.25 say

61482.00

151.44

33.32

Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 0.25 m Diameter of well - 12 m. A

Sandy Soil

(i)

I) Depth below bed level upto 3.0 M Rate of sinking @ 0.05 m/hour a)

Labour Mate

day Page 53 of 264

0.22

L-12

Sr No

Ref. to MoRTH Spec.

Description

b)

Unit

Quantity

Rate Rs

day

1.75

164.69

288.21

L-15


day

4.00

230.00

920.00

L-14

hour

6.00

1073.50

6441.00

P&M-075

Machinery

c)


d)


644.10 1665.32 999.19


10991.14


43964.58 say

(ii)

Remarks/ Input ref.

Sinker ( skilled )

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)

12.18 A

Cost Rs

43965.00


b)

Labour Mate

day

0.37

151.44

56.03

L-12

Sinker

day

2.50

164.69

411.73

L-15


day

4.75

230.00

1092.50

L-14

hour

6.50

1073.50

6977.75

P&M-075


c)


d)


697.78 1847.16 1108.29


12191.23


48764.93 say

12.18 A

(iii) a


5%

51203.00

12th m

5%

53763.00

13th m

5%

56451.15

14th m

5%

59273.71

15th m

5%

62237.39

16th m

5%

65349.26

17th m

5%

68616.73

18th m

5%

72047.56

19th m

5%

75649.94

20th m

5%


(iv) a b

79432.44 644024.18 64402.00


7.5%

85390.00


22nd m

7.5%

91794.00

110153.00

23rd m

7.5%

98679.00

118415.00

24th m

7.5%

106080.00

127296.00

25th m

7.5%

114036.00

136843.00

26th m

7.5%

122589.00

147107.00

27th m

7.5%

131783.00

158140.00

28th m

7.5%

141667.00

170000.00

29th m

7.5%

152292.00

182750.00

30th m

7.5%

163714.00

196457.00

1208024.00

1449629.00

120802.00

144963.00

Total Cost from 20m upto 30m Avg Rate per metre Page 54 of 264

48765.00

Sr No 12.18 A

Ref. to MoRTH Spec.

Description

Unit

(v)


a


b

10%

180085.00

32nd

10%

198094.00

237713.00

33rd m

10%

217903.00

261484.00

34th m

10%

239693.00

287632.00

35th m

10%

263662.00

316394.00

36th m

10%

290028.00

348034.00

37th m

10%

319031.00

382837.00

38th m

10%

350934.00

421121.00

39th m

10%

386027.00

463232.00

40th m

10%

424630.00

509556.00


Rate Rs



Quantity

2870087

3444105

287009.00

344411.00

Cost Rs

Remarks/ Input ref.

Clayey Soil (12 m dia. Well ) Unit = Running Meter. Taking output = 0.25 meter.

(i)

Depth below bed level upto 3.0 M Rate of sinking @ 0.04 m/hour a)

b)

Labour Mate

day

0.30

151.44

45.43

L-12

Sinker ( skilled )

day

3.00

164.69

494.07

L-15


day

4.50

230.00

1035.00

L-14

hour

6.25

1073.50

6709.38

P&M-075


c)


d)


670.94 1790.96 1074.58


11820.36


47281.42 say

12.18 B

(ii)

47281.00


b)

Labour Mate

day

0.48

151.44

72.69

L-12

Sinker

day

3.75

164.69

617.59

L-15


day

6.00

230.00

1380.00

L-14

hour

8.33

1073.50

8942.26

P&M-075

hour

4.50

740.15

3330.68

P&M-063


1227.29

c)


3114.10

d)


1868.46


20553.06


82212.25 say

12.18 B

(iii) a b


Page 55 of 264


82212.00

Sr No

Ref. to MoRTH Spec.

Description

Unit 5%

86323.00

90639.00

12th m

5%

90639.00

95171.00

13th m

5%

95171.00

99930.00

14th m

5%

99930.00

104927.00

15th m

5%

104927.00

110173.00

16th m

5%

110173.00

115682.00

17th m

5%

115682.00

121466.00

18th m

5%

121466.00

127539.00

19th m

5%

127539.00

133916.00

20th m

5%

133916.00

140612.00

1085766.00

1140055.00

108577.00

114006.00


Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).


31st m

7.5%

143960.00

179950.00

32nd

7.5%

154757.00

193446.00

203118.00

33rd m

7.5%

166364.00

207955.00

218353.00

34th m

7.5%

178841.00

223551.00

234729.00

35th m

7.5%

192254.00

240318.00

252334.00

36th m

7.5%

206673.00

258341.00

271258.00

37th m

7.5%

222173.00

277716.00

291602.00

38th m

7.5%

238836.00

298545.00

313472.00

39th m

7.5%

256749.00

320936.00

336983.00

40th m

7.5%

276005.00

345006.00

362256.00

2036612

2545764

2673053

203661.00

254576.00

267305.00

Avg Rate per metre (v) a b c

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).

10%

303606.00

364327.00

382543.00

32nd

10%

333967.00

400760.00

420798.00

33rd m

10%

367364.00

440837.00

462879.00

34th m

10%

404100.00

484920.00

509166.00

35th m

10%

444510.00

533412.00

560083.00

36th m

10%

488961.00

586753.00

616091.00

37th m

10%

537857.00

645428.00

677699.00

38th m

10%

591643.00

709972.00

745471.00

39th m

10%

650807.00

780968.00

820016.00

40th m

10%

715888.00

859066.00

902019.00

4838703

5806443

6096765

483870.00

580644.00

609677.00

Soft Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m Depth in soft rock strata upto 3m Rate of sinking @ 0.025 m/hour a)


31st m


188948.00



Cost Rs



Rate Rs

11th m


Quantity


Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

b)

Unit

Quantity

Rate Rs

day

1.06

151.44

160.53

L-12

Sinker ( skilled )

day

4.50

164.69

741.11

L-15


day

20.00

230.00

4600.00

L-14

Diver

day

1.75

264.50

462.88

L-07

hour

10.00

1073.50

10735.00

P&M-075

hour

4.75

740.15

3515.71

P&M-063

Machinery

1425.07

Add for dewatering @ 5 per cent, if required c)


d)


783.79 4484.82 2690.89


29599.78

Rate per metre = (a+b+c+d)/0.25 D

Remarks/ Input ref.

Mate

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)

12.18

Cost Rs

118399.14 say

118399.00

2044.00

Hard Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m

(i)

Depth in hard rock strata upto 3 m Rate of sinking @ 0.020 m/hour a)

Material Gelatine80 per cent

Kg

14.00

146.00

each.

56.00

14.56

Mate

day

1.44

151.44

218.07

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

28.00

136.69

3827.32

L-13

Mazdoor (Skilled)

day

4.50

164.69

741.11

L-15

hour

12.50

1073.50

13418.75

P&M-075

hour

4.00

740.15

2960.60

P&M-063

Electric detonator b)

c)

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent, if required.

818.97

Consumables in sinking @ 10 per cent of (c).

1719.83

d)


5431.83

e)


3259.10

Cost for 0.25m = a+b+c+d+e

35850.06

Rate per metre = (a+b+c+d+e)/0.25

143400.22 say

12.19

1200

M-104

815.36 M-094/100

143400.00

Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 1 m Dimensions of well. Overall length = 12 m Overall width = 6 m A

Sandy Soil

(i)


Labour Mate

day

0.20

151.44

30.29

L-12

Sinker ( skilled )

day

1.25

164.69

205.86

L-15

Page 57 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Sinking helper (semi-skilled) b)

Quantity

Rate Rs

day

3.75

230.00

862.50

L-14

hour

5.50

1073.50

5904.25

P&M-075

c)


d)


590.43 1518.67 911.20


10023.19 say

(ii)

Remarks/ Input ref.


12.19 A

Cost Rs

10023.00


b)

Labour Mate

day

0.30

151.44

45.43

L-12

Sinker

day

1.50

164.69

247.04

L-15


day

4.00

230.00

920.00

L-14

hour

5.88

1073.50

6312.18

P&M-075


c)


d)


631.22 1631.17 978.70


10765.74 say

12.19 A

(iii) a


5% 5%

11869.00

13th m

5%

12462.00

14th m

5%

13085.00

15th m

5%

13739.00

16th m

5%

14426.00

17th m

5%

15147.00

18th m

5%

15904.00

19th m

5%

16699.00

20th m

5%


14217.00


7.5%

18849.00


22nd m

7.5%

20263.00

24316.00

23rd m

7.5%

21783.00

26140.00

24th m

7.5%

23417.00

28100.00

25th m

7.5%

25173.00

30208.00

26th m

7.5%

27061.00

32473.00

27th m

7.5%

29091.00

34909.00

28th m

7.5%

31273.00

37528.00

29th m

7.5%

33618.00

40342.00

30th m

7.5%

36139.00

43367.00

266667.00

320002.00

26667.00

32000.00


17534.00 142169.00


11304.00

12th m

(v)


a

Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter

Page 58 of 264

10766.00

Sr No

Ref. to MoRTH Spec.

Description b

Unit

Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m

10%

39753.00

32nd

10%

43728.00

52474.00

33rd m

10%

48101.00

57721.00

34th m

10%

52911.00

63493.00

35th m

10%

58202.00

69842.00

36th m

10%

64022.00

76826.00

37th m

10%

70424.00

84509.00

38th m

10%

77466.00

92959.00

39th m

10%

85213.00

102256.00

40th m

10%


Rate Rs Including 20% for Kentledge 47704.00


Quantity

93734.00

112481.00

633554.00

760265.00

63355.00

76027.00

Cost Rs

Remarks/ Input ref.

Clayey Soil (Twin D Type Well ) Unit = Running Meter Taking output = 1 meter

(i)

Depth below bed level upto 3.0 M Rate of sinking @ 0.16 m/hour a)

b)

Labour Mate

day

0.26

151.44

39.37

L-12

Sinker ( skilled )

day

2.50


day

4.00

164.69

411.73

L-15

230.00

920.00

L-14

hour

6.25

1073.50

6709.38

P&M-075


c)


d)


670.94 1750.28 1050.17


11551.86 say

12.19 B

(ii)

11552.00


b)

Labour Mate

day

0.45

151.44

68.15

L-12

Sinker

day

3.25

164.69

535.24

L-15


day

6.00

230.00

1380.00

L-14

hour

6.67

1073.50

7160.25

P&M-075

hour

4.50

740.15

3330.68

P&M-063


c)


d)


1049.09 2704.68 1622.81


17850.89 say

12.19 B

(iii) a b



11th m

5%

18743.00

19680.00

12th m

5%

19680.00

20664.00

13th m

5%

20664.00

21697.00

14th m

5%

21697.00

22782.00

15th m

5%

22782.00

23921.00

Page 59 of 264

17851.00

Sr No

Ref. to MoRTH Spec.

Description

Unit 5%

23921.00

25117.00

17th m

5%

25117.00

26373.00

18th m

5%

26373.00

27692.00

19th m

5%

27692.00

29077.00

20th m

5%

29077.00

30531.00

235746.00

247534.00

23575.00

24753.00


a b c

Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).


31st m

7.5%

31258.00

39073.00

41027.00

32nd

7.5%

33602.00

42003.00

44103.00

33rd m

7.5%

36122.00

45153.00

47411.00

34th m

7.5%

38831.00

48539.00

50966.00

35th m

7.5%

41743.00

52179.00

54788.00

36th m

7.5%

44874.00

56093.00

58898.00

37th m

7.5%

48240.00

60300.00

63315.00

38th m

7.5%

51858.00

64823.00

68064.00

39th m

7.5%

55747.00

69684.00

73168.00

40th m

7.5%

59928.00

74910.00

78656.00

442203.00

552757.00

580396.00

44220.00

55276.00

58040.00



31st m

10%

65921.00

79105.00

32nd

10%

72513.00

87016.00

91367.00

33rd m

10%

79764.00

95717.00

100503.00

34th m

10%

87740.00

105288.00

110552.00

35th m

10%

96514.00

115817.00

121608.00

36th m

10%

106165.00

127398.00

133768.00

37th m

10%

116782.00

140138.00

147145.00

38th m

10%

128460.00

154152.00

161860.00

39th m

10%

141306.00

169567.00

178045.00

40th m

10%

155437.00

186524.00

195850.00

1050602.00

1260722.00

1323758.00

105060.00

126072.00

132376.00


C

Remarks/ Input ref.

Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required


Cost Rs



Rate Rs

16th m


Quantity

83060.00

Soft Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.12 m/hour a)

b)

Labour Mate

day

0.86

151.44

130.24

L-12

Sinker ( skilled )

day

4.50

164.69

741.11

L-15


day

15.00

230.00

3450.00

L-14

Diver

day

1.50

264.50

396.75

L-07


Sr No

Ref. to MoRTH Spec.

Quantity

Rate Rs

Unit

Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers

hour

8.33

1073.50

8942.26

P&M-075

hour

6.00

740.15

4440.90

P&M-063

Consumables in sinking @ 10 per cent of (b)

1338.32

Add for dewatering @ 5 per cent, if required c)


d)


736.07 4035.13 2421.08


D

Cost Rs

Remarks/ Input ref.

Description

26631.84 say

26632.00

1460.00

Hard Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.10 m/hour a)

b)

c)

Material Geletine80 per cent

Kg

10.00

146.00

Electric detonators

each.

40.00

14.56

Mate

day

1.34

151.44

202.93

L-12

Driller

day

2.00

264.50

529.00

L-06

Blaster

day

0.25

264.50

66.13

L-03

Mazdoor

day

25.00

136.69

3417.25

L-13

Mazdoor (Skilled)

day

4.25

164.69

699.93

L-15

hour

10.00

1073.50

10735.00

P&M-075

hour

3.00

740.15

2220.45

P&M-063

Labour

Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost of (b+c), if required.

893.53

Consumables in sinking @ 10 per cent of (b).

1384.90

d)


4438.30

e)


2662.98

Rate per metre = (a+b+c+d+e) 12.20

1200

M-104

582.40 M-094/100

29292.81 say

29293.00

Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plateforms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as per clause1207.6 of MoRTH Specifications.

Unit - 1 cum Taking output = 5 cum a)

Material M35 grade RCC corbel provided for supporting of equipment (Dimensions as per ground conditions). Rate may be adopted vide Item 12.8 (H)

Cum

8.00

5217.00

41736.00

Item 12.8 (H)

HYSD bar reinforcement in corbel

tonne

0.48

45000.00

21600.00

M-082

Gelatine 80 per cent

Kg

1.50

146.00

219.00

M-104

Electric detonators

each

6.00

14.56

Blasting material

Page 61 of 264

87.36 M-094/100

Sr No

Ref. to MoRTH Spec.

Description b)

c)

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Labour Medical Officer

day

0.50

304.20

152.10

L-16

Para medical personnel

day

1.00

264.50

264.50

L-19

Mate

day

1.86

151.44

281.68

L-12

Driller

day

1.00

264.50

264.50

L-06

Blaster

day

0.50

264.50

132.25

L-03

Mazdoor (for cutting, blasting, cleaning, removal of Material etc.) Mazdoor (Skilled) (for fixation and removal of adopter for air lock, carrying out mechanical and electrical operations and repairs and other skilled jobs.)

day

30.00

136.69

4100.70

L-13

day

10.00

164.69

1646.90

L-15

Diver

day

4.00

264.50

1058.00

L-07

(i) Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

hour

6.00

1000.00

6000.00

P&M-082

Induction and deinduction

L.S

Erection at site and commissioning

L.S

Usage of plant and equipment for pneumatic method of well sinking Air compressor 250 cfm, 2 nos.

hour

Hire and running charges of crane of 15 tonne capacity

Machinery

100000.00 150000.00 6.00

4170.00

25020.00

P&M-038

hour

2x6

319.00

3828.00

P&M-001

hour

6.00

349.59

2097.56

P&M-072

Motorised barge of 20 tonne capacity

hour

6.00

100.00

600.00

P&M-066

Boat to carry atleast 20 persons

hour

6.00

100.00

600.00

P&M-066

Electric generating set 33 KVA

hour

6.00

406.80

2440.80

P&M-079


hour

6.00

339.00

2034.00

P&M-048

d)


64485.47

e)


38691.28

Cost for 5 cum = a+b+c+d+e (see notes below) Rate per cum = (a+b+c+d+e)/5 Note

1.The cost of induction, deinduction and erection of equipment shall be divided by the total quantity of pneumatic sinking for all the wells of a particular bridge to arrive at the per cum rate on account of this item. 2.Cost of pneumatic sinking per cum of individual wells will be added to the cost indicated at (1) above to arrive at the final rate of pneumatic sinking per cum. 3.The cost of induction and deinduction will depend upon the distance involved for shifting of equipment which may be assessed in individual cases as per actual ground conditions at the time of making of cost estimates. 4.In case pneumatic sinking is involved on a dry bed, the provision of barge and boat may be omitted. 5.The necessity and dimensions of the corbel will be as per actual ground conditions. 6.Small equipments like welding sets, pumps, vibrators, pneumatic tools, portable lamps, fire extinguishers, hose pipes etc., have not been included as the same are covered as items of minor T&P under overhead charges. 7.Depth of sinking shall be restricted to 30 m.

12.21

1207

Sand Filling in Wells complete as per Drawing and Technical Specifications. Unit = 1 cum Taking output = 1 cum a)

Material Sand (assuming 20 per cent voids )

b)

c)

cum

1.20

476.80

572.16

M-006

Mate

day

0.01

151.44

1.51

L-12

Mazdoor

day

0.30

136.69

41.01

L-13

Labour


122.94

Sr No

Ref. to MoRTH Spec.

Description d)

Unit

Quantity

Rate Rs


1200 & 1900

Remarks/ Input ref.

73.76

Rate per cum (a+b+c+d) 12.22

Cost Rs

811.38 say

811.00

47250.00

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Unit = 1 MT Taking output = 1 MT a)

Material i) Structural steel including 5 per cent wastage

b)

tonne

1.05

45000.00

Mate

day

1.24

151.44

187.79

L-12

Fitter

day

6.00

230.00

1380.00

L-08

Blacksmith

day

5.00

230.00

1150.00

L-01

Welder

day

5.00

264.50

1322.50

L-02

Mazdoor

day

10.00

136.69

1366.90

L-13

c)

Electrodes, cutting gas and other consumables @ 5 per cent on cost a (a) above. Overhead charges @ 0.2 on (a+b)

d)


2362.50 11003.94 6602.36

Rate for per MT (a+b+c+d)

72625.98 say

12.23

1100 & 1700

M-179

Labour

72626.00

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-750 mm Unit = meter Taking output = 15 m a)

Materials PCC Grade M35

cum

6.62

5260.00

34821.20 Item 12.11 (C) iv

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.

hour

6.00

5464.00

32784.00

P&M-036

Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump

hour

0.50

357.00

178.50

P&M-013

hour

Loader I cum bucket capacity.

hour

6.00 Rate included in piling rig 0.30 806.00

241.80

P&M-017

Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite

hour

0.30

339.00

101.70

P&M-048

kg

300.00

4.10

1230.00

M-071

Mate/Supervisor

day

0.14

151.44

21.20

L-12

Mazdoor

day

3.50

136.69

478.42

L-13

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b)

c)

Machinery( for boring and construction )

Labour

d)


e)


7007.12 4204.27

Cost for 15 m = a+b+c+d+d+e

81068.21

Rate per metre (a+b+c+d+e)/15

5404.55 say

12.24 1100,160 0 & 1700

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm

Page 63 of 264

5405.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Unit = meter Taking output = 10 m a)


cum

7.85

5260.00

41291.00 Item 12.11 (C) iv

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.

hour

6.00

5464.00

32784.00

P&M-036

Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump

hour

0.50

357.00

178.50

P&M-013

hour


hour


322.40

P&M-017


hour

0.40

339.00

135.60

P&M-048

kg

350.00

4.10

1435.00

M-071

Mate/Supervisor

day

0.16

151.44

24.23

L-12

Mazdoor

day

4.00

136.69

546.76

L-13


c)


Labour

d)


e)


7085.30 4251.18


88053.97


8805.40 say

12.25

1100 & 1700

8805.00

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm Unit = meter Taking output = 9 m a)


cum

10.17

5260.00

53494.20 Item 12.11 (C) iv

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump

hour

6.00

5464.00

32784.00

P&M-036

hour

0.50

357.00

178.50

P&M-013

hour


hour


403.00

P&M-017


hour

0.50

339.00

169.50

P&M-048

kg

385.00

4.10

1578.50

M-071

Mate/Supervisor

day

0.18

151.44

27.26

L-12

Mazdoor

day

4.50

136.69

615.11

L-13


c)


Labour

d)


e)


7151.17 4290.70


100691.94


11187.99 say

Page 64 of 264

11188.00

Sr No 12.26

Ref. to MoRTH Spec.

Description

1100 & 1700

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 750 mm Unit = Running meter Taking output = 40 metre a)


cum

17.66

5260.00

92891.60 Item 12.11 (C) iv

i) C.I. shoes for the pile

Kg

160.00

59.60

9536.00

M-080

ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m

Kg

70.00

52.15

3650.50

M-124

iii) Steel helmet and cushion block on top of casing head during driving Machinery

Kg

50.00

61.00

3050.00

M-173

hour

6.00

5974.88

35849.25

P&M-085

hour

0.50

825.00

412.50

P&M-070

Mate/Supervisor

day

0.12

151.44

18.17

L-12

Mazdoor

day

3.00

136.69

410.07

L-13

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) b) Materials Pile shoes

c)

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. d)

Labour

e)


f)


10585.30 6351.18

Cost for 40 m = a+b+c+d+e

162754.57


4068.86 say

Note

12.27

1100 & 1700

4069.00

1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.In case steel lining is included in the design for driven castin-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1000 mm Unit = Running meter Taking output = 30 metre a)


cum

23.55

5260.00

123873.00 Item 12.11 (C) iv


Kg

160.00

59.60

9536.00

M-080


Kg

70.00

52.15

3650.50

M-124

iii) Steel helmet and cushion block on top of casing head during driving Machinery

Kg

50.00

61.00

3050.00

M-173

hour

6.00

5974.88

35849.25

P&M-085

hour

0.50

116.53

58.27

P&M-070


c)

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing.

Page 65 of 264

Sr No

Ref. to MoRTH Spec.

Description

d)

Unit

Quantity

Rate Rs

Hire and running charges for light crane for lowering reinforcement cage. Labour

hour

0.50

357.00

Mate/Supervisor

day

0.16

Mazdoor

day

4.00

e)


f)


P&M-013

151.44

24.23

L-12

136.69

546.76

L-13

10578.70 6347.22 193692.43


6456.41 say

12.28

1100 & 1700

Remarks/ Input ref.

178.50


Note

Cost Rs

6456.00

1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.In case steel lining is included in the design for driven castin-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1200 mm Unit = Running meter Taking output = 20 metre a)


cum

22.61

5260.00

118928.60 Item 12.11 (C) iv


Kg

160.00

59.60

9536.00

M-080


Kg

70.00

52.15

3650.50

M-124

iii) Steel helmet on top of casing head during driving

Kg

50.00

61.00

3050.00

M-173

Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.

hour

6.00

5974.88

35849.25

P&M-085

Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. Labour

hour

0.50

116.53

58.27

P&M-070

Mate/Supervisor

day

0.18

151.44

27.26

L-12

Mazdoor

day

4.50

136.69

615.11

L-13


c)

d)

Machinery

e)


f)


10557.28 6334.37


188606.62


9430.33 say

Note

12.29

1100 & 1700

1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.In case steel lining is included in the design for driven castin-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 500 mm Unit = Running Meter Page 66 of 264

9430.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Taking output = 60 m a)

Materials RCC Grade M35

cum

11.78

5114.00

60242.92 Item 12.11 (F) iv

a) C.I Shoes

Kg

240.00

59.60

14304.00

M-080

b) M.S. shoes

Kg

105.00

37.00

3885.00

M-125

Kg

30.00

61.00

1830.00

M-173

c)

c) Steel helmet and cushion block on top of pile head during driving. Machinery Crane20 t capacity

hour

6.00

466.13

2796.75

P&M-073

hour

6.00

1000.00

6000.00

P&M-092

d)

Vibrating Pile driving hammer complete with power unit and accessories. Labour Mate/Supervisor

day

0.12

151.44

18.17

L-12

Mazdoor

day

3.00

136.69

410.07

L-13

Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes

e)

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Overhead charges @ 0.2 on (b+c+d)

f)


894.87

6027.77 3616.66


100026.22

Rate per metre (a+b+c+d+e+f)/60

1667.10 say

Note

12.30

1100 & 1700

1667.00

The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 750 mm Unit = Running Meter Taking output = 50 m a)


cum

22.08

5114.00

112917.12 Item 12.11 (F) iv

a) C.I. shoes

Kg

160.00

59.60

9536.00

M-080

b) M.S. shoes

Kg

70.00

37.00

2590.00

M-125

Kg

40.00

61.00

2440.00

M-173

c)

c) Steel helmet and cushion block on top of pile head during driving. Machinery Crane 40 T capacity

hour

6.00

932.25

5593.50

P&M-074

hour

6.00

1000.00

6000.00

P&M-092

d)


day

0.16

151.44

24.23

L-12

Mazdoor

day

4.00

136.69

546.76

L-13


Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.

1396.48

e)


5625.39

f)


3375.24


150044.72


3000.89 say

Page 67 of 264

3001.00

Sr No

Ref. to MoRTH Spec.

Description Note

12.31

1100 & 1700

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 1000 mm Unit = Running Meter Taking output = 40 m a)


cum

31.40

5114.00

160579.60 Item 12.11 (F) iv

a) C.I. shoes for the pile

Kg

160.00

59.60

9536.00

M-080

b) M.S. shoes @ 35 Kg per pile of 15 m

Kg

70.00

37.00

2590.00

M-125

Kg

50.00

61.00

3050.00

M-173

c)

c) Steel helmet and cushion block on top of pile head during driving. Machinery Crane 50 t capacity.

hour

6.00

1279.00

7674.00

P&M-011

hour

6.00

1000.00

6000.00

P&M-092

d)


day

0.20

151.44

30.29

L-12

Mazdoor

day

5.00

136.69

683.45

L-13


e)


f)


1901.43

6293.03 3775.82


202113.63


5052.84 say

Note

12.32

1100&17 00

5053.00

The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 300 mm x 300 mm Unit = Running Meter Taking output = 60 m a)

Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes

c)

cum

5.40

5114.00

27615.60 Item 12.11 (F) iv

a) C I shoes

kg

240.00

59.60

14304.00

M-080

b) M. S shoes

kg

105.00

37.00

3885.00

M-125

c) Steel helmet and cushion block on top of pile head during driving. Machinery

Kg

30.00

61.00

1830.00

M-173

hour

6.00

1237.50

7425.00

P&M-071

hour

6.00

1000.00

6000.00

P&M-092

Mate/Supervisor

day

0.12

151.44

18.17

L-12

Mazdoor

day

3.00

136.69

410.07

L-13

Crane 10 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Page 68 of 264

614.88

Sr No

Ref. to MoRTH Spec.

Description

Unit

e)


f)


Quantity

Rate Rs

4138.45 73138.60


1218.98 say

12.33

1100 &1700

Remarks/ Input ref.

6897.42


Note

Cost Rs

1219.00


Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes

c)

cum

12.50

5114.00

a) C I shoes

kg

160.00

59.60

9536.00

M-080

b) M. S shoes

kg

70.00

37.00

2590.00

M-125


Kg

30.00

61.00

1830.00

M-173

hour

6.00

466.13

2796.75

P&M-073

hour

6.00

1000.00

6000.00

P&M-092

Mate/Supervisor

day

0.16

151.44

24.23

L-12

Mazdoor

day

4.00

136.69

546.76

L-13

Crane 20 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour

Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. e)


f)


872.49

4839.25 2903.55


95864.02


1917.28 say

Note

12.34

1100 &1700

63925.00 Item 12.11 (F) iv

1917.00


Materials

RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 13.11( F ) (IV) b ) Material

cum

22.50

5114.00

115065.00 Item 12.11 (F) iv

a) C I shoes

kg

160.00

59.60

9536.00

M-080

b) M. S shoes

kg

70.00

37.00

2590.00

M-125


Kg

30.00

61.00

1830.00

M-173


hour

6.00

466.13

2796.75

P&M-073

Vibrating Pile driving hammer complete with power unit and accessories.

hour

6.00

1000.00

6000.00

P&M-092

Pile shoes

c)

Page 69 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

d ) Labour Mate/Supervisor

day

0.18

151.44

27.26

L-12

Mazdoor

day

4.50

136.69

615.11

L-13

e)


f)


1384.60

4955.94 2973.57


147774.22

Rate per metre (a+b+c+d+e+f)/40 Note

12.35

1100, 1900

3694.36 say

3694.00

45000.00

271800.00

The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 70 m a)

Materials

b)

Structural steel including 5 per cent wastage @ 82.20 kg/m Machinery

c)

tonnes

6.04

Crane 10 T capacity

hour

6.00

233.06

1398.38

P&M-071

Vibrating Pile driving hammer complete with power unit and other accessories. Labour

hour

6.00

1000.00

6000.00

P&M-092

Mate/Supervisor

day

0.12

151.44

18.17

L-12

Mazdoor

day

3.00

136.69

410.07

L-13

Add 0.5 per cent of (a+b+c) for providing steel helmet on top of pile head during driving, stacking of piles at site, providing anti-corrosion treatment and other imponderables during installation. d)


e)


1398.13

56204.95 33722.97


370952.67

Rate per metre (a+b+c+d+e)/70 12.36

1100 &1900

M-179

5299.32 say

5299.00

45000.00

262350.00

Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 60 m a)

Materials

b)

Structural steel including 5 per cent wastage @92.50 kg/m Machinery

c)

tonnes

5.83

Crane 10 T capacity

hour

6.00

233.06

1398.38

P&M-071

Vibrating Pile driving hammer complete with power unit and accessories. Labour

hour

6.00

1000.00

6000.00

P&M-092

Mate/Supervisor

day

0.14

151.44

21.20

L-12

Mazdoor

day

3.50

136.69

478.42

L-13

Add 0.5 per cent of (a+b+c) for providing steel helmet and cushion block on top of pile head during driving, stacking of piles at site, providing anti-corrosive treatment and other imponderables during installation.

1351.24

d)


54319.85

e)


32591.91

Page 70 of 264

M-179

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs


5975.18 say

1100

Remarks/ Input ref.

358510.99


Cost Rs

5975.00

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Unit = 1 MT Taking output = 1 MT

Note

12.38

1100, 1500 &1700

a) Initial and routine load test

tonne

1.00

300.00

b) Lateral load test

tonne

1.00

5000.00

Cement

tonne

5.12

5000.00

25600.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

230.00

345.00

L-10

Mazdoor for concreting

day

20.00

136.69

2733.80

L-13

Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery

day

1.00

136.69

136.69

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator (capacity 33 KVA)

hour

6.00

406.80

2440.80

P&M-079

Although, this item is incidental to work and is not required to be included in BOQ of contract, the same is required to be added in the estimate to assess cost of work. Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification

A

RCC Grade M20 Unit = cum Taking output = 15 cum

(i)

Using Concrete Mixer a)

b)

c)

Material

Labour

d)

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)

e)


2053.60 10678.72 6407.23


70479.54

Rate per metre (a+b+c+d+e)/15 12.38A

(ii)

4698.64 say

4699.00

Using Batching Plant, Transit Mixer and Concrete Pump a)

b)

c)

Material Cement

tonne

5.12

5000.00

25600.00

M-081

Coarse sand

cum

6.75

828.00

5589.00

M-004

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.16

151.44

24.23

L-12

Mason

day

0.38

230.00

87.40

L-10


day

2.50

136.69

341.73

L-13


day

1.00

136.69

136.69

L-13


hour

0.75

2232.00

1674.00

P&M-002

Generator 100 KVA

hour

0.75

762.75

572.06

P&M-080


hour

0.75

806.00

604.50

P&M-017

hour

2.00

1017.00

2034.00

P&M-049

Labour

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Page 71 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Lead beyond 1 Km, L - lead in Kilometer

Concrete Pump

d)


e)


Quantity

Rate Rs

tonne.km

37.5L

2.03

hour

0.75

256.00

B

76.28

Lead =1 km & P&M050

192.00

P&M-007

10542.62 6325.57 69581.31


12.38

Remarks/ Input ref.

2027.43


Note

Cost Rs

4638.75 say

4639.00

The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching plant. RCC Grade M25 Unit = cum Taking output = 15 cum

(i)


b)

c)

Material Cement

tonne

5.99

5000.00

29950.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

230.00

345.00

L-10


day

20.00

136.69

2733.80

L-13


day

1.00

136.69

136.69

L-13


hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Labour

d)


e)


2227.60 11583.52 6950.11


76451.22

Rate per metre (a+b+c+d+e)/15 12.38B

(ii)

5096.75 say

5097.00


b)

c)

Material Cement

tonne

5.99

5000.00

29950.00

M-081

Coarse sand

cum

6.75

828.00

5589.00

M-004

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.16

151.44

24.23

L-12

Mason

day

0.38

230.00

87.40

L-10


day

2.50

136.69

341.73

L-13


day

1.00

136.69

136.69

L-13


hour

0.75

2232.00

1674.00

P&M-002

Generator 125 KVA

hour

0.75

652.00

489.00

P&M-018


hour

0.75

806.00

604.50

P&M-017

hour

2.00

1017.00

2034.00

P&M-049

tonne.km

37.5L

2.03

76.28

Labour

Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Lead beyond 1 Km, L - lead in Kilometer

Page 72 of 264

Lead =1 km & P&M050

Sr No

Ref. to MoRTH Spec.

Description

Unit

Concrete Pump

hour

d)


e)


Quantity 0.75

Rate Rs 256.00

C

P&M-007

11430.15 6858.09 75438.96


12.38

192.00

Remarks/ Input ref.

2198.10


Note

Cost Rs

5029.26 say

5029.00


(i)


b)

c)

Material Cement

tonne

6.10

5000.00

30500.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

230.00

345.00

L-10


day

20.00

136.69

2733.80

L-13


day

1.00

136.69

136.69

L-13


hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Labour

d)


e)


2249.60 11697.92 7018.75


77206.26

Rate per metre (a+b+c+d+e)/15 '12.38C

(ii)

5147.08 say

5147.00


b)

c)

Material Cement

tonne

6.10

5000.00

30500.00

M-081

Coarse sand

cum

6.75

828.00

5589.00

M-004

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.16

151.44

24.23

L-12

Mason

day

0.38

230.00

87.40

L-10


day

2.50

136.69

341.73

L-13


day

1.00

136.69

136.69

L-13


hour

0.75

2232.00

1674.00

P&M-002

Generator 100 KVA

hour

0.75

762.75

572.06

P&M-080


hour

0.75

806.00

604.50

P&M-017 P&M-049

Labour


Concrete Pump

Page 73 of 264

hour

2.00

1017.00

2034.00

tonne.km

37.5L

2.03

76.28

Lead =1 km & P&M050

hour

0.75

256.00

192.00

P&M-007

Sr No

Ref. to MoRTH Spec.

Description

Unit

d)


e)


Quantity

Rate Rs

11561.82 6937.09 76308.03


12.38

D

Remarks/ Input ref.

2223.43


Note

Cost Rs

5087.20 say

5087.00


(i)


b)

c)

Material Cement

tonne

6.33

5000.00

31650.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.90

151.44

136.30

L-12

Mason

day

1.50

230.00

345.00

L-10

Mazdoor

day

20.00

136.69

2733.80

L-13


day

1.00

136.69

136.69

L-13


hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Labour

d)


e)


2295.60 11937.12 7162.27


78784.98

Rate per metre (a+b+c+d+e)/15 '12.38D

(ii)

5252.33 say

5252.00


b)

c)

Material Cement

tonne

6.33

5000.00

31650.00

M-081

Coarse sand

cum

6.75

828.00

5589.00

M-004

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.16

151.44

24.23

L-12

Mason

day

0.38

230.00

87.40

L-10


day

2.50

136.69

341.73

L-13


day

1.00

136.69

136.69

L-13


hour

0.75

2232.00

1674.00

P&M-002

Generator 125 KVA

hour

0.75

652.00

489.00

P&M-018


hour

0.75

806.00

604.50

P&M-017 P&M-049

Labour


Concrete Pump Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery

Page 74 of 264

hour

2.00

1017.00

2034.00

tonne.km

37.5L

2.03

76.28

Lead =1 km & P&M050

hour

0.75

256.00

192.00

P&M-007

2266.10

Sr No

Ref. to MoRTH Spec.

Description

Unit

d)


e)


Quantity

Rate Rs

7070.25 77772.72

Rate per metre (a+b+c+d+e)/15 1100&17 00

Remarks/ Input ref.

11783.75


12.39

Cost Rs

5184.85 say

5185.00

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. Unit = cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

4.13

5000.00

20650.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

40 mm aggregate

cum

8.10

916.00

7419.60

M-055

20 mm Aggregate

cum

4.05

1028.00

4163.40

M-053

10 mm Aggregate

cum

1.35

1005.00

1356.75

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

230.00

345.00

L-10

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

d)


9086.64

e)


5451.98


59971.82


1600

3998.12 say

3998.00

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Unit = 1 MT Taking output = 1 MT a)

Material HYSD bars including5 per cent overlaps and wastage Binding wire

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

tonne

1.05

45000.00

47250.00

M-082

Kg

6.00

100.00

600.00

M-072

day

0.40

151.44

60.58

L-12

Blacksmith

day

2.00

264.50

529.00

L-02

Mazdoor

day

6.00

136.69

820.14

L-13

9851.94 5911.17 65022.83 12.41

1600

say

65023.00

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification Unit = 1 MT Taking output = 1 MT a)

Material MS bars including 5 per cent overlaps and wastage Binding wire

b) Labour for straightening, cutting, bending, shifting to site, tying and placing in position Mate Blacksmith Page 75 of 264

tonne

1.05

47307.50

49672.88

M-126

Kg

6.00

100.00

600.00

M-072

day

0.43

151.44

65.12

L-12

day

2.25

264.50

595.13

L-02

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor

day

c)


d)


Quantity 6.50

Rate Rs 136.69

Cost Rs 888.49 10364.32 6218.59

Rate for per MT (a+b+c+d)

68404.52 say

Page 76 of 264

68405.00

Remarks/ Input ref. L-13

CHAPTER-13 SUB-STRUCTURE Sr No 13.1

13.2

Ref. to MoRTH Spec.

Description

1300 & 2200

Unit

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Unit = cum Taking output = 1 cum a) Material Bricks Ist class Cement mortar 1:3 (Rate as in Item 12.6 A subanalysis) b) Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of material and labour c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per cum (a+b+c+d)

1300 & 2200

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item 12.6 ) Labour Mate Mason Mazdoor c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per 10 sqm (a+b+c+d)

each cum

day day day

Quantity

Rate Rs

Cost Rs

500.00 0.24

4.42 3425.00

2209.09 822.00

M-079 Item 12.6 (A)

0.06 0.80 0.80

151.44

9.09 0.00 109.35 157.48

L-12 L-11 L-13

136.69

say

661.40 396.84 4365.25 4365.00

cum

0.03

3425.00

102.75

Item 12.6 (A)

day day day

0.04 0.50 0.50

151.44 223.36 136.69

L-12 L-11 L-13

say

6.06 111.68 68.35 57.77 34.66 381.26 381.00

b)

13.3

Note 1300 & 2200

Scaffolding is already included in item 13.1 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item 12.6) Labour Mate Mason Mazdoor c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per 10 sqm (a+b+c+d)

Remarks/ Input ref.

cum

0.144

3425.00

493.20

Item 12.6 (A)

day day day

0.04 0.50 0.50

151.44 223.36 136.69

L-12 L-11 L-13

say

6.06 111.68 68.35 135.86 81.51 896.65 897.00

b)

13.4

Note

1.Scaffolding is already included in item no. 13.1 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.

1400 & 2200

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A

Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 1 cum a) Material Stone Through and bond stone (7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6)

Page 1 of 264

cum No

1.00 7.00

2604.51 14.45

2604.51 101.17

M-148 M-182

cum

0.33

3425.00

1130.25

Item 12.6 (A)

Sr No

Ref. to MoRTH Spec.

Description b)

Unit

c)

Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour Overhead charges @ 0.2 on (a+b)

d)


day day day

Quantity

0.10 1.20 1.20

Rate Rs

Cost Rs

151.44 223.36 136.69

B

L-12 L-11 L-13

899.46 539.68


15.14 268.03 164.03 214.16

Remarks/ Input ref.

5936.43 say

5936.00

Coursed rubble masonry (first sort ) Unit = cum Taking output = 1 cum a) Material Stone

cum

1.10

2604.51

2864.96

M-148


each

7.00

14.45

101.17

M-182

cum

0.30

3425.00

1027.50

Item 12.6 (A)

Mate

day

0.12

151.44

18.17

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

1.50

136.69

205.04

L-13

(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b)

Labour

c)

Add for scaffolding @ 5 per cent of cost of material and labour Overhead charges @ 0.2 on (a+b)

d)


227.59 955.89 573.54


C

L-12

6308.91 say

6309.00

Ashlar masonry ( first sort ) Plain ashlar Unit = cum Taking output = 1 cum a) Material Stone

cum

1.11

2705.04

3002.59

M-169


each

7.00

14.45

101.17

M-182

cum

0.33

3425.00

1130.25

Item 12.6 (A)

Mate

day

0.20

151.44

30.29

Mason

day

2.50

223.36

558.40

L-11

Mazdoor

day

2.50

136.69

341.73

L-13

(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b)

Labour for masonry work

c)

Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour Overhead charges @ 0.2 on (a+b)

d)


258.22 1084.53 650.72

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

7157.90 say

Note

13.5

The labour already considered in the cement mortar have been taken into account while providing these categories in the stone masonry works. Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

1500, 1700 & 2200

Unit = cum Taking output = 1 cum A

PCC Grade M15

(p) Height upto 5m

Page 2 of 264

7158.00

L-12

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Same as Item 12.8 (A) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (A) d) formwork

e)

Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)

f)


3080.00 Item 12.8 (A)

10.00

308.00 677.60 406.56


4472.16 say

13.5

B

4472.00

PCC Grade M20

(p) Height upto 5m Same as Item 12.8 (B) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (B) d) formwork

e)


f)


3390.00 Item 12.8 (B) PCC

10.00

339.00 745.80 447.48


4922.28 say

13.5

C

4922.00

PCC Grade M25

(p) Height upto 5m Same as Item 12.8 (D) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.75 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork

e)


f)


3667.00 Item 12.8 (D)

10.00

366.70 806.74 484.04


5324.48 say

13.5 C (p)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork

e)


f)


3614.00 Item 12.8 (D)

10.00

361.40 795.08 477.05


5247.53 say

13.5 C

5324.00

5248.00

(q) Height 5m to 10m Same as Item 12.8 (D) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent instead of 3.75 per cent of cost of material, labour and machinery Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I Page 3 of 264

3667.00 Item 12.8 (D)

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

d) formwork

e)

Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)

f)


12.00

440.04

2.00

73.34 836.08 501.65


5518.10 say

13.5 C (q)


e)


f)


3614.00

12.00

433.68

2.00

72.28 823.99 494.40


5438.35 say

13.5 C

(r)

5518.00

5438.00

Height above 10m Same as Item 12.8 (D) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent instead of 3.75 per cent of cost of material, labour and machinery.

Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork

e)


f)


3667.00 Item 12.8 (D)

15.00

550.05

4.00

146.68 872.75 523.65


5760.12 say

13.5 C (r)


e)


f)


3614.00 Item 12.8 (D)

15.00

542.10

4.00

144.56 860.13 516.08


5676.87 say

13.5

D

5760.00

5677.00

PCC Grade M30

(p) Height upto 5m Same as Item 12.8 (F) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.50 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I Page 4 of 264

3697.00

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

d) formwork

e)


f)


10.00

369.70 813.34 488.00


5368.04 say

13.5 D (p)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork

e)


f)


3641.00

10.00

364.10 801.02 480.61


5286.73 say

13.5 D

5368.00

5287.00

(q) Height 5m to 10m Same as Item 12.8 (F) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent instead of 3.50 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork

e)


f)


3697.00

12.00

443.64

2.00

73.94 842.92 505.75


5563.25 say

13.5 D (q)


e)


f)


3641.00

12.00

436.92

2.00

72.82 830.15 498.09


5478.98 say

13.5 D

(r)

5563.00

5479.00

Height above 10m Same as Item 12.8 (F) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent instead of 3.50 per cent of cost of material, labour and machinery

Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork

Page 5 of 264

3697.00

15.00

554.55

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

e)

Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)

f)


Quantity

Rate Rs

Cost Rs

4.00

147.88 879.89 527.93


5807.25 say

13.5 D (r)


e)


f)


3641.00

15.00

546.15

4.00

145.64 866.56 519.93


5719.28 say

13.5

E

5807.00

5719.00

RCC Grade M20

(p) Height upto 5m Same as Item 12.8 (C) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork

e)


f)


3443.00

10.00

344.30 757.46 454.48


4999.24 say

13.5 E (p)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork

e)


f)


3388.00

10.00

338.80 745.36 447.22


4919.38 say

13.5 E

4999.00

4919.00

(q) Height 5m to 10m For height, upto 10m, add 2 per cent of cost as above excluding formwork. For cost of formwork add 12 per cent of cost of material, labour and machinery instead of 4 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork

e)


f)



3443.00

12.00

413.16

2.00

68.86 785.00 471.00 5181.03

Page 6 of 264

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs say

13.5 E (q)


e)


f)


3388.00

12.00

406.56

2.00

67.76 772.46 463.48


5098.26 say

13.5 E

(r)

5181.00

5098.00

Height above 10m Same as Item 12.8 (C) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent instead of 4 per cent of cost of material, labour and machinery.

Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork

e)


f)


3443.00

15.00

516.45

4.00

137.72 819.43 491.66


5408.26 say

13.5 E (r)


e)


f)


3388.00

15.00

508.20

4.00

135.52 806.34 483.81


5321.87 say

13.5

F

5408.00

5322.00

RCC Grade M25

(p) Height upto 5m Same as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3.75 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork

e)


f)


3723.00

10.00

372.30 819.06 491.44


5405.80 say

13.5 F (p)

Case With Batching Plant, Transit Mixer and Concrete Pump II Page 7 of 264

5406.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork

e)


f)


3740.00

10.00

374.00 822.80 493.68


5430.48 say

13.5 F

For height, upto 10m, add 1.8 per cent of cost as above excluding formwork. For cost of formwork add 11.8 per cent of cost of material, labour and machinery Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork

e)

Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)

f)


3723.00

11.80

439.31

1.80

67.01 845.87 507.52


5582.71 say

13.5 F (q)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork

e)


f)


11.80

441.32

1.80

67.32 849.73 509.84 5608.20 say

(r)

5583.00

3740.00

Rate perm (a+b+c+d+e+f) 13.5 F

5430.00

(q) Height 5m to 10m

5608.00

Height above 10m For height, above 10m, add 4 per cent of cost as above excluding formwork. For cost of formwork add 15 per cent of cost of material, labour and machinery

Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork

e)


f)


3723.00

15.00

558.45

4.00

148.92 886.07 531.64


5848.09 say

13.5 F (r)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork

Page 8 of 264

5848.00

3740.00

15.00

561.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

e)

Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)

f)


Quantity

Rate Rs

Cost Rs

4.00

149.60 890.12 534.07


5874.79 say

13.5

G

5875.00

RCC Grade M30

(p) Height upto 5m Same as Item 12.8 (G) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3.5 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case I d) formwork

e)


f)


3740.00

10.00

374.00 822.80 493.68


5430.48 say

13.5 G (p)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case II d) formwork

e)


f)


3686.00

10.00

368.60 810.92 486.55


5352.07 say

13.5 G

5352.00

(q) Height 5m to 10m For height, upto 10m, add 1.6 per cent of cost as above excluding formwork. For cost of formwork add 11.5 per cent of cost of material, labour and machinery Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case I d) formwork

e)


f)


3740.00

11.50

430.10

1.60

59.84 845.99 507.59


5583.52 say

13.5 G (q)

5430.00


e)


f)


5584.00

3686.00

11.50

423.89

1.60

58.98 833.77 500.26


5502.90 say Page 9 of 264

5503.00

Remarks/ Input ref.

Sr No 13.5 G

Ref. to MoRTH Spec.

Description (r)

Unit

Quantity

Rate Rs

Cost Rs

Height above 10m For height, above 10m, add 3.5 per cent of cost as above excluding formwork. For cost of formwork add 14 per cent of cost of material, labour and machinery

Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case I d) formwork

e)

Add 14 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 3.5 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)

f)


3740.00

14.00

523.60

3.50

130.90 878.90 527.34


5800.74 say

13.5 G (r)


e)


f)


3686.00

14.00

516.04

3.50

129.01 866.21 519.73


5716.99 say

13.5

H

5801.00

5717.00

RCC Grade M35

(p) Height upto 5m Same as Item 12.8 (H) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case I d) formwork

e)


f)


3816.00

10.00

381.60 839.52 503.71


5540.83 say

13.5 H (p)

Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case II d) formwork

e)


f)


3838.00

10.00

383.80 844.36 506.62


5572.78 say

13.5 H

5541.00

(q) Height 5m to 10m For height, upto 10m, add 1.4 per cent of cost as above excluding formwork. For cost of formwork add 11 per cent of cost of material, labour and machinery . Case Using concrete Mixer I

Page 10 of 264

5573.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case I d) formwork

e)


f)


3816.00

11.00

419.76

1.40

53.42 857.84 514.70


5661.72 say

13.5 H (q)


e)


f)


3838.00

11.00

422.18

1.40

53.73 862.78 517.67


5694.36 say

13.5 H

(r)

5662.00

5694.00

Height above 10m For height, above 10m, add 3 per cent of cost as above excluding formwork. For cost of formwork add 13 per cent of cost of material, labour and machinery

Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case I d) formwork

e)


f)


3816.00

13.00

496.08

3.00

114.48 885.31 531.19


5843.06 say

13.5 H (r)


e)


f)


3838.00

13.00

498.94

3.00

115.14 890.42 534.25


5876.75 say

Note

5843.00

The basic components of this analysis are the same as those of items 13.8 (A to H). The only changes are as under: a) Ramps/Stairs: Extra expenditure on structures which are more than 5 m high @ 2 per cent of cost for height upto 10 m and 4 per cent for heights above 10 m will be involved for approaching the work spot by providing higher ramp/stair case for use by the working parties.

Page 11 of 264

5877.00

Remarks/ Input ref.

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

b) The above mentioned percentages have been suitably modified for different categories as cost for various categories varies, whereas effort for access for same height will be similar. As the cost of richer concrete is comparatively more, the percentage to be added has been reduced to maintain the same cost for extra efforts. 13.6

Section 1600 & 2200

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Output: MT Taking output = 1 MT a) Material HYSD bars including 5 per cent overlaps and wastage Binding wire b) Labour for cutting, bending, shifting to site, tying and placing in position Mate

tonne

1.05

45000.00

47250.00

M-082

kg

6.00

100.00

600.00

M-072

day

0.34

151.44

51.49

L-12

Blacksmith

day

2.00

264.50

529.00

L-02

Mazdoor

day

6.50

136.69

888.49

L-13

c)


d)


9863.79 5918.28

Rate for per MT (a+b+c+d) 13.7

1600 & 2200

65101.05 say

65101.00

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification Unit = MT Taking output = 1 MT a) Material MS bars including 5 per cent overlaps and wastage Binding wire b) Labour for straightening, cutting, bending, shifting to site, tying and placing in position Mate

tonne

1.05

47307.50

49672.88

M-126

kg

6.00

100.00

600.00

M-072

day

0.28

151.44

42.40

L-12

Blacksmith

day

1.50

264.50

396.75

L-02

Mazdoor

day

5.50

136.69

751.80

L-13

c)


d)


10292.76 6175.66

Rate for per MT (a+b+c+d) 13.8

2706 & 2200

67932.25 say

67932.00

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Unit = Nos. Taking output = 30 Nos. a) Material AC pipe 100 mm dia. (including wastage @ 5 per cent )

metre

31.50

65.00

2047.50

Average length of weep hole is taken as one metre for the purpose of estimating. MS clamp

each.

30.00

13.00

390.00

M-123

each.

10.00

6.50

65.00

M-056/10

cum

0.05

3425.00

171.25

Item 12.6 (A)

Mate

day

0.03

151.44

4.54

L-12

Mason

day

0.50

223.36

111.68

L-11

collar for AC pipe (average) taking 10% of above pipe rate Cement mortar 1:3 (Rate as in Item 12.6) b)

M-056

Labour

Page 12 of 264

Sr No

Ref. to MoRTH Spec.

Description

Unit

Mazdoor

day

c)


d)


Quantity 0.25

Rate Rs

Cost Rs

136.69

338.90 3727.87

Rate per m (a+b+c+d)/30

124.26 say

13.9

L-13

564.83


Note

34.17

Remarks/ Input ref.

124.00

1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

710.1.4. of IRC:78 & 2200

Unit = cum Taking output = 10 cum A

Granular material a)

b)

Labour Mate

day

0.28

151.44

42.40

L-12

Mazdoor

day

7.00

136.69

956.83

L-13

cum

12.00

727.79

8733.48

M-009

Plate compactor/power rammer

hour

2.50

101.70

254.25

P&M-086

Water Tanker

hour

0.05

200.00

10.00

P&M-060

Material Granular material

c)

Machinery

d)


e)


1999.39 1199.64

Cost for 10 cum of granular backfill = a+b+c+d+e

13195.99


1319.60 say

13.9

B

a)

b)

Labour Mate

day

0.28

151.44

42.40

L-12

Mazdoor for filling, watering, ramming etc.

day

7.00

136.69

956.83

L-13

cum

12.00

476.80

5721.60

M-006

Plate compactor/power rammer

hour

2.50

101.70

254.25

P&M-086

Water Tanker

hour

0.06

200.00

12.00

P&M-060

Material Sand

c)

Machinery

d)


1397.42

e)


838.45

Cost for 10 cum of sandy backfill = a+b+c+d+e

9222.95

Rate per cum = (a+b+c+d+e)/10 13.10

710.1.4. of IRC:78 and 2200

1320.00

Sandy material

922.29 say

922.00

151.44

48.46

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Unit = cum Taking output = 10 cum. a) Labour Mate

day Page 13 of 264

0.32

L-12

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Mazdoor for filling, watering, ramming etc.

day

7.00

136.69

956.83

L-13

Mazdoor (Skilled)

day

1.00

164.69

164.69

L-15

10728.00

b)

Material cum

12.00

894.00

c)

Filter media of stone aggregate conforming to clause 2504.2.2. of MoRTH specifications. Machinery Water Tanker of 6 KL capacity

hour

0.06

200.00

d)


e)


P&M-060

1429.20 15721.17


1572.12 say

2000, 1000 & 2200

12.00

M-012

2382.00

cost for 10 cum of Fiter Media = a+b+c+d+e

13.11

Remarks/ Input ref.

1572.00

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Unit: one tonne capacity Considering a 250 tonne capacity bearing for this analysis a)

b)

Labour Mate

day

0.06

151.44

9.09

L-12

Mazdoor (Skilled)

day

0.50

164.69

82.35

L-15

Mazdoor

day

1.00

136.69

136.69

L-13

each.

1.00

50000.00

50000.00

Material Cast steel rocker bearing assembly of 250 tonne design load capacity duly painted complete with all its components as per drawing and specifications Add 1 per cent of cost of bearing assembly for foundation anchorage bolts, lifting arrangements, grease and other consumables.

c)


d)


500.00

10145.62 6087.37

cost for 250 tonnes capacity bearing = a+b+c+d

66961.12

Rate per tonne capacity = (a+b+c+d)/250

267.84 say

13.12

2000 , 1000 & 2200

M-065

268.00

Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Unit: one tonne capacity Considering a 250 tonne capacity bearing for this analysis a)

b)

Labour Mate

day

0.06

151.44

9.09

L-12

Mazdoor

day

1.00

136.69

136.69

L-13

Mazdoor (Skilled)

day

0.50

164.69

82.35

L-15

each.

1.00

41309.00

41309.00

Material Forged steel roller bearing of 250 tonne design load capacity duly painted complete with all its components as per drawing and specifications Add 1 per cent of cost of bearing assembly for foundation anchorage bolts, lifting arrangements, grease and other consumables.

c)


d)


413.09

8390.04 5034.03


55374.28


221.50 say

Page 14 of 264

221.00

M-067

Sr No 13.13

Ref. to MoRTH Spec. 2000 & 2200

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. Unit: one tonne capacity Considering a 80 tonne capacity bearing for this analysis a)

b)

Labour Mate

day

0.06

151.44

9.09

L-12

Mazdoor

day

1.00

136.69

136.69

L-13

Mazdoor (Skilled)

day

0.50

164.69

82.35

L-15

each.

1.00

16378.00

16378.00

Material PTFE sliding plate bearing assembly of 80 tonnes design load capacity duly painted complete with all its components as per drawing and Technical Specifications

c)

Add 1 per cent for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)

d)


163.78 3353.98 2012.39


22136.27


276.70 say

13.14

2000 & 2200

M-069

277.00

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. Unit: one cubic centimetre Considering an elastomeric bearing of size 500 x 400 x 96 mm for this analysis. Overall volume - 19200 cu.cm Volume of 6 nos. 488 x 388 x 4 mm size reinforcing steel plates = 4545 cu.cm. Hence volume of elastometer = 14655 cu.cm. a)

b)

Labour Mate

day

0.06

151.44

9.09

L-12

Mazdoor

day

1.00

136.69

136.69

L-13

Mazdoor (Skilled)

day

0.50

164.69

82.35

L-15

each.

1.00

15000.00

15000.00

Material 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.

c)

Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)

150.00

d)


1845.37

cost for 19200cc of elastomeric bearing = a+b+c+d

20299.12

3075.62

Rate per cc of elastomeric bearing = (a+b+c+d)/19200

1.06 say

13.15

2000 & 2200

Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications. Unit: one tonne capacity Considering the sliding bearing of 80 tonnes design capacity for this analysis. a) Labour Page 15 of 264

1.00

M-066

Sr No

Ref. to MoRTH Spec.

Description

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Mate

day

0.04

151.44

6.06

L-12

Mazdoor

day

0.75

136.69

102.52

L-13

Mazdoor (Skilled)

day

0.35

164.69

57.64

L-15

each.

1.00

16378.00

16378.00

b)

Material

c)

Supply of sliding plate bearing of 80 tonne design capacity complete as per drawings and Technical Specifications. Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)

d)


2004.96

cost for 80 tonnes of capacity bearing = a+b+c+d

22054.56

M-070

163.78 3341.60

275.68 say 13.16

2000 & 2200

276.00

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

Unit: one tonne capacity

387.20

Considering a Pot bearing assembly of 250 tonne capacity for this analysis. a) Labour

b)

Mate

day

0.08

151.44

12.12

L-12

Mazdoor

day

1.50

136.69

205.04

L-13

Mazdoor (Skilled)

day

0.50

164.69

82.35

L-15

each.

1.00

41309.00

41309.00

Material Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components as per clause 2006 and complete as per drawings and Technical Specifications.

c)

Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)

d)


413.09 8404.32 5042.59


55468.49


221.87 say

Page 16 of 264

222.00

M-068

CHAPTER-14 SUPER-STRUCTURE Sr No 14.1

Ref. to MoRTH Spec.

Description

1500 &1600 1700

Unit

Quantity

Rate Rs

Cost Rs

Remarks/ Input ref.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20

A

Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

b)

c)

Material Cement

tonne

5.12

5000.00

25600.00

M-081

Coarse sand

cum

6.75

710.46

4795.61

M-005

20 mm Aggregate

cum

8.10

1028.00

8326.80

M-053

10 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

Mate

day

0.86

151.44

130.24

L-12

Mason

day

1.50

223.36

335.04

L-11

Mazdoor

day

20.00

136.69

2733.80

L-13


hour

6.00

233.00

1398.00

P&M-009

Generator 33 KVA

hour

6.00

406.80

2440.80

P&M-079

Labour

Machinery

Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following: 14.1A Case I

(i)

For solid slab super-structure, 20-30 per cent of (a+b+c)

(p)

Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 20 per cent of (a+b+c) e)


f)


51188.00

51188.00 20.00

10237.60 12285.12 7371.07


81081.79


5405.45 say

14.1A Case I (i)

(q)

Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c) e)


f)


51188.00 25.00

12797.00 12797.00 7678.20


84460.20


5630.68 say

14.1A Case I (i)

(r)

5631.00

Height above 10m



f)


51188.00 30.00

15356.40 13308.88 7985.33


87838.61


5855.91 say

14.1A Case I

5405.00

Height 5m to 10m

(ii) For T-beam & slab, 25-35 per cent of (a+b+c) (p)

Height upto 5m Page 1 of 264

5856.00



f)


51188.00 25.00

12797.00 12797.00 7678.20


84460.20


5630.68 say

14.1A Case I (ii)

(q)



f)


51188.00 30.00

15356.40 13308.88 7985.33


87838.61


5855.91 say

14.1A Case I (ii)

(r)

5856.00

Height above 10m



f)


51188.00 35.00

17915.80 13820.76 8292.46


91217.02

Rate per cum = (a+b+c+d+e+f)/15 14.1A

5631.00

Height 5m to 10m

6081.13 say

6081.00


b)

c)

Material Cement

tonne

40.92

5000.00

204600.00

M-081

Coarse sand

cum

54.00

828.00

44712.00

M-004

20 mm Aggregate

cum

64.80

1028.00

66614.40

M-053

10 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

Mate

day

0.84

151.44

127.21

Mason

day

3.00

223.36

670.08

L-11

Mazdoor

day

18.00

136.69

2460.42

L-13


hour

6.00

2232.00

13392.00

P&M-002

Generator 100 KVA

hour

6.00

762.75

4576.50

P&M-080

Loader

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

Lead =1 km & P&M050

6.00

256.00

1536.00

P&M-007

Labour L-12

Machinery

Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer

Concrete Pump

hour

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: 14.1A Case II

(i)


(p)


Overhead charges @ 0.2 on (a+b+c+d) Page 2 of 264

402806.00

402806.00 20.00

80561.20 96673.44

f)


58004.06


638044.70


5317.04 say

14.1A Case II (i)

(q)



f)


402806.00 25.00

100701.50 100701.50 60420.90


664629.90


5538.58 say

14.1A Case II (i)

(r)

e)


f)


402806.00 30.00

120841.80 104729.56 62837.74


691215.10


5760.13 say



f)


402806.00 25.00

100701.50 100701.50 60420.90


664629.90


5538.58 say

(q)

e)


f)


402806.00 30.00

120841.80 104729.56 62837.74


691215.10


5760.13 say

5760.00

(r)

Height above 10m

402806.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 35 per cent of (a+b+c)

35.00

140982.10 108757.62

e)


65254.57

f)


717800.29


5981.67


5539.00

Height 5m to 10m


14.1A Case II (ii)

5760.00

(ii) For T-beam & slab, 25-35 per cent of (a+b+c) (p)

14.1A Case II (ii)

5539.00

Height above 10m


14.1A Case II

5317.00

Height 5m to 10m

say

B Case I RCC Grade M25 Using Concrete Mixer Unit = 1 cum Page 3 of 264

5982.00

Taking output = 15 cum a)

Material

tonne

5.99

5000.00

29950.00

M-081

Cement

cum

6.75

710.46

4795.61

M-005

Coarse sand

cum

8.10

1028.00

8326.80

M-053

20 mm Aggregate

cum

5.40

1005.00

5427.00

M-051 L-12

10 mm Aggregate b)

Labour

day

0.86

151.44

130.24

Mate

day

1.50

223.36

335.04

L-11

Mason

day

20.00

136.69

2733.80

L-13

Machinery

hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Mazdoor c)

Generator 33 KVA

14.1B Case I

55538.00

(i)

Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following:

(p)

For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m

55538.00


20.00

11107.60 13329.12

e)


7997.47

f)


87972.19


5864.81

Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (i)

say

Height 5m to 10m

55538.00


25.00

13884.50 13884.50

e)


8330.70

f)


91637.70


6109.18

Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (i)

say

55538.00


30.00

16661.40 14439.88

e)


8663.93

f)


95303.21


6353.55


say

6354.00

(ii) (p)

For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m

55538.00


25.00

13884.50 13884.50

e)


8330.70

f)


91637.70


6109.18

Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (ii)

6109.00

(r)

Height above 10m

14.1B Case I

5865.00

(q)

say

(q)

Page 4 of 264

6109.00

Height 5m to 10m

55538.00


30.00

16661.40 14439.88

e)


8663.93

f)


95303.21


6353.55

Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (ii)

say

Height above 10m

55538.00


35.00

19438.30 14995.26

e)


8997.16

f)


98968.72


6597.91

Rate per cum = (a+b+c+d+e+f)/15 14.1B

6354.00

(r)

say

6598.00


Material

tonne

47.95

5000.00

239750.00

M-081

Cement

cum

54.20

828.00

44877.60

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate b)

Labour

day

0.84

151.44

127.21

Mate

day

3.00

223.36

670.08

L-12 L-11

Mason

day

18.00

136.69

2460.42

L-13

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

Lead =1 km & P&M050

6.00

256.00

1536.00

P&M-007

Mazdoor c)

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


hour

Concrete Pump

14.1B Case II

438122.00

(i)


(p)


438122.00


20.00

87624.40 105149.28

e)


63089.57

f)


693985.25


5783.21

Rate per cum = (a+b+c+d+e+f)/120 14.1B Case II (i)

say

5783.00

(q)

Height 5m to 10m

438122.00

Basic Cost of Labour, Material & Machinery (a+b+c) 120 cum Page 5 of 264

for

25.00

109530.50

d)

Formwork and staging 25 per cent of (a+b+c)

e)


109530.50 65718.30

f)


722901.30


6024.18

Rate per cum = (a+b+c+d+e+f)/120 14.1B Case II (i)

say

Height above 10m

438122.00


30.00

131436.60 113911.72

e)


68347.03

f)


751817.35


6265.14

Rate per cum = (a+b+c+d+e+f)/120 14.1B Case II

say


438122.00


25.00

109530.50 109530.50

e)


65718.30

f)


722901.30


6024.18


say

438122.00


30.00

131436.60 113911.72

e)


68347.03

f)


751817.35


6265.14


say

6265.00

(r)

Height above 10m

438122.00


35.00

153342.70 118292.94

e)


70975.76

f)


780733.40


6506.11


6024.00

(q)

Height 5m to 10m

14.1B Case II (ii)

6265.00

(ii) (p)

14.1B Case II (ii)

6024.00

(r)

say

6506.00

C Case I RCC Grade M 30 Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)

Material

tonne

6.10

5000.00

30500.00

M-081

Cement

cum

6.75

710.46

4795.61

M-005

Coarse sand

cum

8.10

1028.00

8326.80

M-053

20 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

10 mm Aggregate b)

Labour

day

0.90

151.44

136.30

L-12

Mate

day

1.50

223.36

335.04

L-11

Mason

day

21.00

136.69

2870.49

L-13

Page 6 of 264

Mazdoor c)

Machinery

hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Generator 33 KVA

14.1C Case I

56231.00

(i)


(p)


56231.00


20.00

11246.20 13495.44

e)


8097.26

f)


89069.90


5937.99

Rate per cum = (a+b+c+d+e+f)/15 14.1C Case I (i)

say

Height 5m to 10m

56231.00


25.00

14057.75 14057.75

e)


8434.65

f)


92781.15


6185.41

Rate per cum = (a+b+c+d+e+f)/15 14.1C Case I (i)

say

56231.00


30.00

16869.30 14620.06

e)


8772.04

f)


96492.40


6432.83


say

6433.00

(ii) (p)


56231.00


25.00

14057.75 14057.75

e)


8434.65

f)


92781.15


6185.41

Rate per cum = (a+b+c+d+e+f)/15 14.1C Case I (ii)

6185.00

(r)

Height above 10m

14.1C Case I

5938.00

(q)

say

6185.00

(q)

Height 5m to 10m

56231.00


30.00

16869.30 14620.06

e)


8772.04

f)


96492.40


6432.83


say

Page 7 of 264

6433.00

14.1C Case I (ii)

(r)

Height above 10m

56231.00



f)


35.00

19680.85 15182.37 9109.42 100203.64


6680.24

Rate per cum = (a+b+c+d+e+f)/15 14.1C

say

6680.00

Case II Using Batching Plant, Transit Mixer and Concrete Pump. Unit = cum Taking output = 120 cum a)

Material

tonne

48.79

5000.00

243950.00

M-081

Cement

cum

54.60

828.00

45208.80

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate b)

Labour

day

0.88

151.44

133.27

Mate

day

3.00

223.36

670.08

L-12 L-11

Mason

day

19.00

136.69

2597.11

L-13

Mazdoor c)

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

Lead =1 km & P&M050

6.00

256.00

1536.00

P&M-007


Lead beyond 1 Km, L - lead in Kilometer Concrete Pump

14.1C Case II

hour

442796.00

(i)


(p)


442796.00


20.00

88559.20 106271.04

e)


63762.62

f)


701388.86


5844.91

Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II (i)

say

Height 5m to 10m

442796.00


25.00

110699.00 110699.00

e)


66419.40

f)


730613.40


6088.45

Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II (i)

5845.00

(q)

say

6088.00

(r)

Height above 10m

442796.00 Page 8 of 264


30.00

132838.80 115126.96

e)


69076.18

f)


759837.94


6331.98

Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II

say

(p)


442796.00


25.00

110699.00 110699.00

e)


66419.40

f)


730613.40


6088.45

Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II (ii)

say

442796.00


30.00

132838.80 115126.96

e)


69076.18

f)


759837.94


6331.98


say

6332.00

(r)

Height above 10m

442796.00


35.00

154978.60 119554.92

e)


71732.95

f)


789062.47


6575.52


6088.00

(q)

Height 5m to 10m

14.1C Case II (ii)

6332.00

(ii)

say

6576.00

D Case I

RCC/PSC Grade M35 Using Concrete Mixer. Unit = 1 cum Taking output = 15 cum a)

Material

tonne

6.33

5000.00

31650.00

M-081

Cement

cum

6.75

710.46

4795.61

M-005

Coarse sand

cum

8.10

1028.00

8326.80

M-053

20 mm Aggregate

cum

5.40

1005.00

5427.00

M-051 L-12

10 mm Aggregate b)

Labour

day

0.90

151.44

136.30

Mate

day

1.50

223.36

335.04

L-11

Mason

day

21.00

136.69

2870.49

L-13

Machinery

hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Mazdoor c)

Generator 33 KVA

14.1D Case I

57381.00

(i)


(p)


Page 9 of 264

Height upto 5m

57381.00


18.00

10328.58 13541.92

e)


8125.15

f)


89376.65


5958.44

Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (i)

say

Height 5m to 10m

57381.00


23.00

13197.63 14115.73

e)


8469.44

f)


93163.79


6210.92

Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (i)

say

57381.00


28.00

16066.68 14689.54

e)


8813.72

f)


96950.94


6463.40


say


57381.00


23.00

13197.63 14115.73

e)


8469.44

f)


93163.79


6210.92


say

6211.00

(q)

Height 5m to 10m

57381.00


28.00

16066.68 14689.54

e)


8813.72

f)


96950.94


6463.40

Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (ii)

6463.00

(ii) (p)

14.1D Case I (ii)

6211.00

(r)

Height above 10m

14.1D Case I

5958.00

(q)

say

6463.00

(r)

Height above 10m

57381.00



f)


33.00

18935.73 15263.35 9158.01 100738.08


6715.87


say

Page 10 of 264

6716.00

14.1D Case I

(iii) (p)

For box girder and balanced cantilever, 38-58 per cent of cost of concrete. Height upto 5m

57381.00



f)


38.00

21804.78 15837.16 9502.29 104525.23


6968.35

Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (iii)

say

Height 5m to 10m

57381.00


48.00

27542.88 16984.78

e)


10190.87

f)


112099.52


7473.30

Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (iii)

6968.00

(q)

say

7473.00

(r)

Height above 10m

57381.00


58.00

33280.98 18132.40

e)


10879.44

f)


119673.81


7978.25


say

7978.00


Material

tonne

50.64

5000.00

253200.00

M-081

Cement

cum

54.00

828.00

44712.00

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate b)

Labour

day

0.88

151.44

133.27

Mate

day

3.00

223.36

670.08

L-12 L-11

Mason

day

19.00

136.69

2597.11

L-13

Mazdoor c)

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

Lead =1 km & P&M050

6.00

256.00

1536.00

P&M-007



14.1D Case II

hour

451549.00

(i)


(p)


Page 11 of 264

Height upto 5m

451549.00


18.00

81278.82 106565.56

e)


63939.34

f)


703332.72


5861.11

Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (i)

say

(q)

Height 5m to 10m

451549.00


23.00

103856.27 111081.05

e)


66648.63

f)


733134.96


6109.46

Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (i)

say

451549.00


28.00

126433.72 115596.54

e)


69357.93

f)


762937.19


6357.81


say


451549.00


23.00

103856.27 111081.05

e)


66648.63

f)


733134.96


6109.46


say

6109.00

(q)

Height 5m to 10m

451549.00


28.00

126433.72 115596.54

e)


69357.93

f)


762937.19


6357.81

Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (ii)

6358.00

(ii) (p)

14.1D Case II (ii)

6109.00

(r)

Height above 10m

14.1D Case II

5861.00

say

6358.00

(r)

Height above 10m

451549.00


33.00

149011.17 120112.03

e)


72067.22

f)


792739.42


6606.16


say

Page 12 of 264

6606.00

14.1D Case II

(iii) (p)

For box girder and balanced cantilever, 38-58 per cent of cost of concrete. Height upto 5m

451549.00


38.00

171588.62 124627.52

e)


74776.51

f)


822541.66


6854.51

Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (iii)

say

Height 5m to 10m

451549.00


48.00

216743.52 133658.50

e)


80195.10

f)


882146.13


7351.22

Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (iii)

say

7351.00

(r)

Height above 10m

451549.00


58.00

261898.42 142689.48

e)


85613.69

f)


941750.59


7847.92


6855.00

(q)

say

7848.00

E Case 1 PSC Grade M-40 Using concrete mixer. Unit = 1 cum Taking output = 15 cum a)

Material

tonne

6.45

5000.00

32250.00

M-081

Cement

cum

6.75

710.46

4795.61

M-005

Coarse sand

cum

8.10

1028.00

8326.80

M-053

20 mm Aggregate

cum

5.40

1005.00

5427.00

M-051

10 mm Aggregate

kg

25.80

44.70

1153.26

M-180 L-12

Admixture @ 0.4 per cent of cement b)

Labour

day

0.96

151.44

145.38

Mate

day

2.00

223.36

446.72

L-11

Mason

day

22.00

136.69

3007.18

L-13

Machinery

hour

6.00

233.00

1398.00

P&M-009


hour

6.00

406.80

2440.80

P&M-079

Mazdoor c)

Generator 33 KVA

14.1E Case I

59391.00

(i)


(p)


59391.00


Overhead charges @ 0.2 on (a+b+c+d) Page 13 of 264

20.00

11878.20 14253.84 8552.30

f)


94075.34


6271.69

Rate per cum = (a+b+c+d+e+f)/15 14.1E Case I (i)

say

Height 5m to 10m

59391.00


25.00

14847.75 14847.75

e)


8908.65

f)


97995.15


6533.01

Rate per cum = (a+b+c+d+e+f)/15 14.1E Case I (i)

say

59391.00



f)


30.00

17817.30 15441.66 9265.00 101914.96


6794.33


say


59391.00


25.00

14847.75 14847.75

e)


8908.65

f)


97995.15


6533.01


say

59391.00



f)


30.00

17817.30 15441.66 9265.00 101914.96


6794.33


say

6794.00

(r)

Height above 10m

59391.00



f)


35.00

20786.85 16035.57 9621.34 105834.76


7055.65

Rate per cum = (a+b+c+d+e+f)/15 14.1E

6533.00

(q)

Height 5m to 10m

14.1E Case I (ii)

6794.00

(ii) (p)

14.1E Case I (ii)

6533.00

(r)

Height above 10m

14.1E Case I

6272.00

(q)

say

7056.00

5000.00

258000.00


Material

tonne Page 14 of 264

51.60

M-081

Cement

cum

54.00

828.00

44712.00

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate

kg

206.40

44.70

9226.08

M-180 L-12


Labour

day

0.94

151.44

142.35

Mate

day

3.50

223.36

781.76

L-11

Mason

day

20.00

136.69

2733.80

L-13

Mazdoor c)

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017 P&M-049



14.1E Case II

(i) (p)

hour

15.00

1017.00

15255.00

tonne.km

300L

2.03

610.20

hour

6.00

256.00

465833.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For solid/voided slab super-structure, 18-28 per cent of (a+b+c) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 18 per cent of (a+b+c)

465833.00 18.00

83849.94 109936.59

e)


65961.95

f)


725581.48


6046.51

Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II (i)

say

465833.00


23.00

107141.59 114594.92

e)


68756.95

f)


756326.46


6302.72


say

6303.00

(r)

Height above 10m

465833.00


28.00

130433.24 119253.25

e)


71551.95

f)


787071.44


6558.93

Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II

6047.00

(q)

Height 5m to 10m

14.1E Case II (i)

Lead =1 km & P&M050 1536.00 P&M-007

say

6559.00

(ii) (p)


465833.00



Page 15 of 264

23.00

107141.59 114594.92 68756.95

f)


756326.46


6302.72

Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II (ii)

say

Height 5m to 10m

465833.00


28.00

130433.24 119253.25

e)


71551.95

f)


787071.44


6558.93

Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II (ii)

say

465833.00


33.00

153724.89 123911.58

e)


74346.95

f)


817816.41


6815.14


say

For cast-in-situ box girder, segment construction and balanced cantilever, 38-58 per cent of cost of concrete. Height upto 5m

465833.00


38.00

177016.54 128569.91

e)


77141.94

f)


848561.39


7071.34


say

465833.00


48.00

223599.84 137886.57

e)


82731.94

f)


910051.35


7583.76


say

7584.00

(r)

Height above 10m

465833.00


58.00

270183.14 147203.23

e)


88321.94

f)


971541.30


8096.18

Rate per cum = (a+b+c+d+e+f)/120 14.1F

7071.00

(q)

Height 5m to 10m

14.1E Case II (iii)

6815.00

(iii) (p)

14.1E Case II (iii)

6559.00

(r)

Height above 10m

14.1E Case II

6303.00

(q)

say

F PSC Grade M-45 Unit = 1 cum Taking output = 120 cum Page 16 of 264

8096.00

a)

Material

tonne

55.80

5000.00

279000.00

M-081

Cement

cum

54.00

828.00

44712.00

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate

kg

223.20

44.70

9977.04

M-180 L-12


Labour

day

0.94

151.44

142.35

Mate

day

3.50

223.36

781.76

L-11

Mason

day

20.00

136.69

2733.80

L-13

Mazdoor c)

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

Lead =1 km & P&M050

6.00

256.00

1536.00

P&M-007



14.1F

(i) (p)

hour

487584.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For solid slab/voided slab super-structure, 16-26 per cent of cost of concrete (a+b+c) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 16 per cent of (a+b+c)

487584.00 16.00

78013.44 113119.49

e)


67871.69

f)


746588.62


6221.57

Rate per cum = (a+b+c+d+e+f)/120 14.1F (i)

say

Height 5m to 10m

487584.00


21.00

102392.64 117995.33

e)


70797.20

f)


778769.16


6489.74

Rate per cum = (a+b+c+d+e+f)/120 14.1F (i)

say

6490.00

(r) Height above 10m

487584.00


26.00

126771.84 122871.17

e)


73722.70

f)


810949.71


6757.91

Rate per cum = (a+b+c+d+e+f)/120 14.1F

6222.00

(q)

say

6758.00

(ii) (p)

For T-beam & slab including launching of precast girders by launching truss upto 40 m span, 21-31 per cent of cost of concrete. Height upto 5m

487584.00


21.00

102392.64 117995.33

e)


70797.20

f)


778769.16

Page 17 of 264


6489.74

Rate per cum = (a+b+c+d+e+f)/120 14.1F (ii)

say

Height 5m to 10m

487584.00


26.00

126771.84 122871.17

e)


73722.70

f)


810949.71


6757.91

Rate per cum = (a+b+c+d+e+f)/120 14.1F (ii)

say

487584.00


31.00

151151.04 127747.01

e)


76648.20

f)


843130.25


7026.09


say

For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56 per cent of cost of concrete. Height upto 5m

487584.00


36.00

175530.24 132622.85

e)


79573.71

f)


875310.80


7294.26


say

487584.00


46.00

224288.64 142374.53

e)


85424.72

f)


939671.88


7830.60


say

7831.00


487584.00



f)


56.00

273047.04 152126.21 91275.72 1004032.97


8366.94


7294.00


14.1F (iii)

7026.00

(iii) (p)

14.1F (iii)

6758.00


14.1F

6490.00

(q)

say

8367.00

G PSC Grade M-50 Unit = 1 cum Taking output = 120 cum a)

Material

tonne

58.80

5000.00

294000.00

M-081

Cement

cum

54.00

828.00

44712.00

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate

kg

235.20

44.70

10513.44

M-180

Page 18 of 264


Labour

day

0.94

151.44

142.35

Mate

day

3.50

223.36

781.76

L-12 L-11

Mason

day

20.00

136.69

2733.80

L-13

Mazdoor c)

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

Lead =1 km & P&M050

6.00

256.00

1536.00

P&M-007



hour

Concrete Pump

14.1G

(i) (p)

503120.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55 per cent of cost of concrete Height upto 5m

503120.00


35.00

176092.00 135842.40

e)


81505.44

f)


896559.84


7471.33

Rate per cum = (a+b+c+d+e+f)/120 14.1G (i)

say

Height 5m to 10m

503120.00


45.00

226404.00 145904.80

e)


87542.88

f)


962971.68


8024.76

Rate per cum = (a+b+c+d+e+f)/120 14.1G (i)

say

8025.00


503120.00



f)


55.00

276716.00 155967.20 93580.32 1029383.52


8578.20


7471.00

(q)

say

8578.00

H PSC Grade M- 55 Unit = 1 cum Taking output = 120 cum a)

Material

tonne

63.50

5000.00

317500.00

M-081

Cement

cum

54.00

828.00

44712.00

M-004

Coarse sand

cum

64.80

1028.00

66614.40

M-053

20 mm Aggregate

cum

43.20

1005.00

43416.00

M-051

10 mm Aggregate

kg

254.00

44.70

11353.80

M-180


Labour

day

0.94

151.44

142.35

Mate

day

3.50

223.36

781.76

L-11

Mason

day

20.00

136.69

2733.80

L-13

Page 19 of 264

L-12

Mazdoor c)

Machinery

hour

6.00

2232.00

13392.00

P&M-002


hour

6.00

762.75

4576.50

P&M-080

Generator 100 KVA

hour

6.00

806.00

4836.00

P&M-017

hour

15.00

1017.00

15255.00

P&M-049

tonne.km

300L

2.03

610.20

6.00

256.00



14.1H

(i) (p)

hour

527460.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55 per cent of cost of concrete Height upto 5m

527460.00


35.00

184611.00 142414.20

e)


85448.52

f)


939933.72


7832.78

Rate per cum = (a+b+c+d+e+f)/120 14.1H (i)

say

7833.00


527460.00



f)


45.00

237357.00 152963.40 91778.04 1009558.44


8412.99

Rate per cum = (a+b+c+d+e+f)/120 14.1H (i)

say

8413.00


527460.00



f)


55.00

290103.00 163512.60 98107.56 1079183.16


8993.19


say

Note 1.Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers conforming IS: 9103 @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. 2. Cement provided for various components of the super structure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly, the provision for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design. 14.2

Lead =1 km & P&M050 1536.00 P&M-007

1600

3. The items like needle and surface vibrators are part of minor T & P which is already covered under the overhead charges. As such these items have not been added separately in the rate analysis. Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Unit = 1 MT Taking output = 1 MT Page 20 of 264

8993.00

a)

Material HYSD bars including 5 per cent for laps and wastage

tonne

1.05

45000.00

47250.00

M-082

Kg

8.00

100.00

800.00

M-072

day

0.44

151.44

66.63

L-12

day

3.00

264.50

793.50

L-02

day

8.00

136.69

1093.52

L-13

Binding wire b) Labour for cutting, bending, tying and placing in position Mate Blacksmith Mazdoor

50004.00 Basic Cost of Labour & Material (a+b)

c)


d)


10000.73 6000.44 66004.82

Rate per MT = a+b+c+d 14.3

say

66005.00

1800 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Unit = 1 MT Taking output = 0.377 MT Details of cost for 12T13 strand 40 m long cable (weight = 0.377 MT) a) Material 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)

b)

tonne

0.39

57453.00

22119.41

M-119

metre

42.00

304.00

12768.00

M-165

each

2.00

6064.00

12128.00

M-187

tonne

0.125

5000.00

625.00

M-081

2382.02

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

i) For making and fixing cables, anchorages

day

0.16

151.44

24.23

L-12

Mate

day

1.00

264.50

264.50

L-02

Blacksmith

day

3.00

136.69

410.07

L-13

Mazdoor ii) For prestressing

day

0.05

151.44

7.57

L-12

Mate/Supervisor

day

0.25

230.00

57.50

L-08

Prestressing operator / Fitter

day

1.00

136.69

136.69

L-13 L-12

Mazdoor iii) For grouting

day

0.05

151.44

7.57

Mate/Supervisor

day

0.25

223.36

55.84

L-11

Mason

day

1.00

136.69

136.69

L-13 P&M-040

Mazdoor c)

Machinery

hour

2.50

129.00

322.50

Stressing jack with pump

hour

1.00

304.00

304.00

M-111

Grouting pump with agitator

hour

3.50

406.80

1423.80

P&M-079

Generator 33 KVA.

630.19

d)


e)


378.12 54181.70

Cost for 0.377 MT (a+b+c+d+e)

143718.03

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

say

Note 14.4

2702

Cost of HT steel has been taken for delivery at site. Hence carriage has not been considered. Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications Unit = 1 cum Taking output = 1 cum

Page 21 of 264

143718.00

a)

Material

cum

1.00

3690.00

tonne

0.075

50004.00

b)

Cement concrete M30 Grade Refer relevant item of concrete in Item 14.1 excluding formwork HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) Labour

day

0.15

136.69

Mazdoor for cleaning deck slab concrete surface. c)


d)


Item 14.1(C) 3750.30 Item 14.2 A

20.50

L-13

1492.16 895.30 9848.26


3690.00

say

9848.00

515 & 2702 Mastic Asphalt 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.

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

day

0.49

151.44

74.21

L-12

Mate

day

11.00

136.69

1503.59

L-13

Mazdoor

day

1.25

164.69

205.86

L-15

Machinery

hour

0.06

357.00

21.42

P&M-031


hour

0.06

319.00

19.14

P&M-001


hour

6.00

62.00

372.00

P&M-030


hour

6.00

198.00

1188.00

P&M-005

Bitumen boiler 1500 litres capacity

hour

1.00

282.50

282.50

P&M-053

tonne

0.204

55132.00

11246.93

M-074

cum

0.39

476.80

185.95

M-021

tonne

0.36

4500.00

1620.00

M-188

cum

0.55

1005.00

552.75

M-051

cum

0.036

1213.00

43.67

M-142

kg

1.05

55.13

57.89

M074/1000

Mazdoor (Skilled) b)

c)

Tractor for towing and positioning of mastic cooker and bitumen boiler Material

Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate(3.35mm to 9.5 mm size) = 40 per cent . Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) 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 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 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)


e)


Cost for 72.46 sqm = a+b+c+d+e

3474.78

2084.87 22933.55 316.50

Page 22 of 264

Rate per sqm = (a+b+c+d+e)/72.46

say

316.00

3690.00

15099.48

Note 1.The rates for 6 mm or any other thickness may be worked out on pro-rata basis. 2. Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately.

14.6

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.

2703, 1500, 1600 & 1700

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Unit = 1 RM Taking output = 2 x 24 m span = 48 m a)

Material

cum

4.09

Cement concreteM30 Grade Refer relevant item of concrete in Item 14.1(C) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in Vertical posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202). Add 5 per cent of above cost for form work for casting in casting yard. HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) Refer MoRTH SD / 202.

Item 14.1(C)

754.97

tonne

0.87

50004.00

43253.46 Item 14.2 A

2955.40 12412.66

b)

Add 5 per cent of (a) for handling and fixing of precast panels in position Overhead charges @ 0.2 on (a)

c)


81923.57

7447.60

Rate for 48 m (a+b+c)

1706.74

Rate per metre (a+b+c)/48

say

1707.00

3690.00

15099.48

Note

14.7

2703, 1500, 1600 & 1700

1.Quantities of material have been adopted from standard plans of MoRTH vide drawing no. SD/202. 2.48 m length is the total linear length adding both sides of 24 m span.

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Unit = 1 RM Taking output = 2 x 24 m span = 48 m. a)

Material

cum

Page 23 of 264

4.092

Item 14.1(C)

Cement concreteM30 Grade Refer relevant item of concrete in Item 14.1(C) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202). Add 12 per cent of above cost for form work.

1811.94

tonne

0.87

50004.00

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) refer MoRTH SD / 202. b)


c)


43253.46 Item 14.2 A

12032.98 7219.79 79417.64

Rate for 48 m (a+b+c)

1654.53

Rate per metre (a+b+c)/48

say

1655.00

Note

14.8

2703.2 & 1900

1. Quantities of material have been adopted from standard plans of MoRTH vide drawing no. SD/202. 2. 48 m length is the total linear length adding both sides of 24 m span. Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification Unit = 1 RM Taking output = 2 x 50 m span = 100 m a)

b)

Material:

tonne

2.95

45000.00

132570.00

M-179

1) ISMC 100 = 2.806 x 1.05 = 2.946 MT

tonne

1.01

45000.00

45540.00

M-179

2) MS Flat = 0.964 x 1.05 = 1.012 MT

tonne

0.18

45000.00

8100.00

M-179

3) MS bars = 0.17 x 1.05 = 0.180 MT

tonne

0.15

64070.00

9610.50

M130*1000

4) MS bolts, nuts and washers

9791.03

Add @ 5 per cent of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.

1958.21

Add for cost of concrete for fixing vertical posts in the performed recess @ 1 per cent of cost of material. Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of cost of material. Labour

1958.21

day

2.80

151.44

424.03

L-12

Mate

day

30.00

164.69

4940.70

L-15

Mazdoor (Skilled)

day

40.00

136.69

5467.60

L-13

Mazdoor

44072.05

c)


d)


26443.23 290875.55

Cost for 100 m steel railing = a+b+c+d

2908.76

Rate per metre (a+b+c+d)/100 14.9

say

2909.00

2705 Drainage Spouts complete as per drawing and Technical specification Unit = 1 No. Taking output = 1 No. a)

Material

Kg

4.00

46.53

186.10

M087/1000 M-056

Corrosion resistant Structural steel including 5 per cent wastage GI pipe 100mm dia

metre

6.00

65.00

390.00

each

6.00

13.00

78.00

M-110

GI bolt 10 mm Dia

each

2.00

25.00

50.00

M-101

day

0.02

151.44

3.03

L-12

Galvanised MS flat clamp b)

Labour

For fabrication Page 24 of 264

Mate

day

0.02

264.50

5.29

L-02

Skilled (Blacksmith, welder etc.)

day

0.02

136.69

2.73

L-13 L-12

Mazdoor For fixing in position

day

0.01

151.44

1.51

Mate

day

0.01

223.36

2.23

L-11

Mason

day

0.20

136.69

27.34

L-13

Mazdoor

37.31

c)

Add @ 5 per cent of cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. Overhead charges @ 0.2 on (a+b)

d)


156.71

94.03 1034.29

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

say

1034.00

4066.00

4066.00

say

4066.00

3686.00

3686.00

Note 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. 14.10

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.

2700

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Unit = 1 cum Taking output = 1 cum Material

14.11

cum

1.00

Concrete, Rate as per item No. 12.8 (A) excluding formworks Rate per cum

1500,16 00,1700 & 2704

Item 12.8 (A)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Unit = 1 cum Taking output = 1 cum a)

Material

cum

1.00

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.

50004.00

2500.20 Item 14.2 A

c)

Contractor's profit @ 0.1 on(a+b)

8263.09

751.19 say

Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) Unit = 1 MT Taking output = 1 MT Note

0.05

b)

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

1600

tonne

1251.98

Rate per cum (a+b+c) 14.12

73.72

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) Overhead charges @ 0.2 on (a)

Note

To be taken as per the prevailing market rates.

Page 25 of 264

Item 12.8 (G)

8263.00

14.13

1800 & 2300

Contractors generally do not have expertise for this item . The job is therefore, got done from specialised firms who have the expertise in the field of construction chemicals. The prevailing rate in the market is required to be ascertained from the market and added in the cost estimate. Detailed guidelines in this regard have been issued by MoRTH vide their circular no. RW/NH-34041/44/91-S&R dated 21.3.2000. Precast - pretensioned Girders Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications Unit = 1 cum Taking output = 1 cum Grade of concrete - M40 a)

Material

tonne

0.47

5000.00

2350.00

M-081

Cement

cum

0.45

828.00

372.60

M-004

Coarse sand

cum

0.54

1028.00

555.12

M-053

20 mm Aggregate

cum

0.36

1005.00

361.80

M-051

10 mm Aggregate

Kg

1.88

44.70

84.04

M-180

Admixture @ 0.4 per cent of cement

tonne

0.10

45000.00

4500.00

M-082

HYSD steel .

tonne

0.06

57453.00

3447.18

M-119

HT strand with 5 per cent as wastage and extra length for anchoring LDO for steam curing

Litre

37.00

43.00

1591.00

M-122

132.62

Add consumables such as binding wire, foam, packing tape, shuttering oil, HDPE pipe for unbonding of strand, bolt & nuts etc @ 1 per cent of material cost b)

Labour

(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 Mate Mazdoor (Skilled)

day

0.06

151.44

9.09

L-12

day

0.35

day

1.40

164.69

57.64

L-15

136.69

191.37

L-13

Mazdoor (ii) Cable cutting and threading in position including binding by insulation tape with HDPE pipes etc., prestessing and cutting of extra length of HT strand after de-stressing. Taking quantity of HT strand 60 Kg/cum

day

0.02

151.44

3.03

L-12

Mate

day

0.14

164.69

23.06

L-15

Mazdoor (Skilled)

day

0.50

136.69

68.35

L-13

Mazdoor (iii) Erection and dismantling of shuttering Taking shuttering area 10 sqm/cum of concrete

day

0.12

151.44

18.17

L-12

Mate

day

1.00

164.69

164.69

L-15

Mazdoor (Skilled)

day

2.00

136.69

273.38

L-13

day

0.03

151.44

4.54

L-12

day

0.05

164.69

8.23

L-15

day

0.60

136.69

82.01

L-13

day

0.01

151.44

1.51

L-12

day

0.35

136.69

47.84

L-13

day

0.01

151.44

1.51

L-12

day

0.25

136.69

34.17

L-13

day

0.01

151.44

1.51

L-12

Mazdoor (iv) Concreting by Batching plant and stationary concrete pump Mate Mazdoor (Skilled) Mazdoor (v) Steam curing and manual curing Mate Mazdoor (vi) Handling of precast girder, stacking in stockyard and again loading in trailor Mate Mazdoor (vii) Placement of girders in position over pier caps including placement of sand jacks, channel, levelling etc. Page 26 of 264

Mate

day

0.06

164.69

9.88

L-15

Mazdoor (Skilled)

day

0.24

136.69

32.81

L-13

Mazdoor c)

Machinery

i) At casting yard

hour

0.05

762.75

38.14

P&M-080

Generator 100 KVA

hour

0.05

2232.00

111.60

P&M-002


hour

0.10

1017.00

101.70

P&M-049

Transit Mixer 4 cum capacity

hour

0.05

256.00

12.80

P&M-007

Concrete Pump stationary

hour

0.10

853.00

85.30

P&M-012


hour

0.10

847.50

84.75

P&M-089

Trailor 30 tonne capacity

hour

0.05

806.00

40.30

P&M-017 P&M-012

Loader ii) For transportation and placement at site Crane 35 tonne capacity

hour

0.15

853.00

127.95

tonne.km

2.5xL

0.68

1.70

hour

0.15

847.50

127.13

Lead =1 km & P&M090

Trailer 30 tonne capacity for transporting to site. (L - Lead in Kilometer) Trailor 30 tonne capacity during placement.

d)

Cost of formwork, steam curing arrangement, pretensioning arrangement etc @ 5 per cent of cost material, labour and machinery Overhead charges @ 0.2 on (a+b+c)

e)


745.09 3180.72

1908.43 20992.75


P&M-089

say

20993.00

1700 & 1800 Providing and fixing Helical pipes in voided concrete slabs Unit = 1 RM Taking output = 1 RM a)

Material

metre

1.00

2426.00

2426.00

M-117

Helical pipes 600mm diameter

each

1.00

49.00

49.00

M-183

Tie rods 20mm diameter

123.75

Consumables for sealing joints etc.@ 5 per cent of cost of material b) Labour

day

0.01

151.44

1.51

L-12

Mate

day

0.05

230.00

11.50

L-08

Fitter

day

0.20

136.69

27.34

L-13

Mazdoor

527.82

c)


d)


316.69 3483.62


800

14.16

800

say

3484.00

Crash Barriers The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation. Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Unit = sqm Taking output = 10 sqm a)

Labour

day

0.01

151.44

1.51

L-12

Mate

day

0.25

223.36

55.84

L-18

Painter

day

0.25

164.69

41.17

L-15

Litres

5.00

31.00

155.00

M-190


Material Page 27 of 264

c)

Water based paint of approved quality for cement concrete surface Overhead charges @ 0.2 on (a+b)

d)


50.71 30.42 334.66

Cost for 10 sqm (a+b+c+d)

33.47

Rate per sqm (a+b+c+d)/10 14.17

say

33.00

2604 Burried Joint Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Unit = Running meter Taking output = 12 m a)

Labour

day

0.02

151.44

3.03

L-12

Mate

day

0.40

136.69

54.68

L-13

Mazdoor

day

0.20

164.69

32.94

L-15

kg

237.50

54.57

12961.33


Material

c)

Galvanised M.S plate 200 mm wide,12 mm thick @ 94.20 kg/sqm including 5 per cent wastage Add 1 per cent of cost of steel plate cutting, welding consumables and galvanised nails. Overhead charges @ 0.2 on (a+b)

d)


M060/1000

129.61 2636.32 1581.79 17399.69

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

1449.97

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

say

1450.00

Note 14.18

Guidelines laid down vide the MoRTH circular No. RW/NH34059/1/96-S&R dated 30.11.2000 and subsequent corrigendum dated 25.01.2001 may be reffered for expansion joints.

2605

(i)

Filler joint Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. Unit = Running meter Taking output = 12 m a)

Labour

Cutting, bending, carrying & fixing etc.

day

0.04

151.44

6.06

L-12

Mate

day

0.50

136.69

68.35

L-13

Mazdoor

day

0.50

164.69

82.35

L-15

kg

55.00

290.55

15980.25


Material Copper plate - 12m long x 250 mm wide

Area = 12 x 0.25 = 3 sqm Weight = 3 x 0.002 x 8900 = 53.4 kg Wastage @ 2.5 per cent = 1.33 kg/54.73 kg say = 55 kg. c)


d)


3227.40 1936.44 21300.84


1775.07

Rate per m = (a+b+c+d)/12 14.18

say

(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Unit = Running meter Taking output = 12 m Page 28 of 264

1775.00

M-086

a)

Labour

For carrying, placing & fixing.

day

0.008

151.44

1.21

L-12

Mate

day

0.10

136.69

13.67

L-13

Mazdoor

day

0.10

164.69

16.47

L-15

sqm

3.00

486.00

1458.00


Material

20 mm thick compressible fibre board 12 m long x 25 cm deep. Area = 12 x 0.25 = 3 sqm c)


d)


297.87 178.72 1965.94


163.83

Rate per m = (a+b+c+d)/12 14.18

M-084

say

164.00

(iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. Unit = Running meter Taking output = 12 m a)

Labour

day

0.01

151.44

1.51

L-12

Mate

day

0.20

136.69

27.34

L-13

Mazdoor

day

0.10

164.69

16.47

L-15

sqm

3.60

965.00

3474.00


Material

c)

Premoulded joint filler 12 m long,20 mm thick and 300 mm deep. Overhead charges @ 0.2 on (a+b)

d)


422.32 4645.50


387.13

Rate per m = (a+b+c+d)/12 14.18

M-141

703.86

say

387.00

(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight Unit = Running meter Taking output = 12 m 12m long x 100 mm wide x 10mm deep recess a)

Labour

day

0.02

151.44

3.03

L-12

Mate

day

0.50

136.69

68.35

L-13

Mazdoor

day

0.10

164.69

16.47

L-15

cum

0.012

710.46

8.53

M-005

cum

0.001

55132.00

55.13

M-074


Material Sand

Volume 12 x 0.1 x 0.01 = 0.012 cum Weight 0.012 x 1400 = 16.8kg Bitumen 16.8 x 0.06 = 1 kg

30.30

c)


d)


18.18 199.98


16.67


say

Note For arriving at the final rate of filler joints per m length and per cm depth of joint filling compound, 14.19

2600

the rates at Sl. No. i), ii), iii) & iv) shall be added Asphaltic Plug joint

Page 29 of 264

17.00

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.

Unit = Running meter Taking output = 12 m a)

Labour

day

0.052

151.44

7.87

L-12

Mate

day

1.00

136.69

136.69

L-13

Mazdoor

day

0.30

164.69

49.41

L-15


2.4

Material

cum

0.75

1028.00

771.00

M-052

Crushed stone aggregate 12.5 mm nominal size

kg

77.50

38.74

3002.35

Polymer modified bitumen

kg

113.00

61.00

6893.00

M-078/ 1000 M-103

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

c)

108.60

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

hour

1.00

62.00

62.00

P&M-030


hour

0.50

460.00

230.00

P&M-044

Smooth 3-wheeled steel roller 8-10 capacity d)


e)


2252.19 1351.31 14864.42

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

1238.70

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

say

1239.00

Note 14.20

2606

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. Elastomeric Slab Steel Expansion Joint Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works. Unit = Running meter Taking output = 12 m a)

Labour

day

0.06

151.44

9.09

L-12

Mate

day

1.00

136.69

136.69

L-13

Mazdoor

day

0.50

164.69

82.35

L-15

metre

12.00

6064.00

72768.00


Material Supply of elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II), complete as per approved drawings and standard specification conforming to clause 2606 of MoRT&H Specification

c)

Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. Overhead charges @ 0.2 on (a+b)

d)

Contractor's profit @ 0.1 on (a+b+c) Page 30 of 264

3638.40

15326.90 9196.14 101157.57

M-093


8429.80

Rate per m = (a+b+c+d)/12 14.21

say

8430.00

2600 Compression Seal Joint Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. Unit = Running meter Taking output = 12 m a)

Labour

day

0.036

151.44

5.45

L-12

Mate

day

0.60

136.69

82.01

L-13

Mazdoor

day

0.30

164.69

49.41

L-15

kg

446.00

61.00

27206.00


Material 1. Galvanised angle sections 100mm x 100mm of 12mm thickness weldable structural steel as per IS: 2062, 2 nos. of 12 m length each @ 17.7 kg/m and 5 per cent wastage. Add 5 per cent of cost of above for structural steel for anchorage, welding and other incidentals. Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.

c)

Add 1 per cent of cost of sealing element for lubricantcum-adhesive and other consumables. Overhead charges @ 0.2 on (a+b)

d)


M-103

1367.14

metre

12.00

668.00

8016.00

M-143

80.16

7361.24 4416.74 48584.15


4048.68


say

4049.00

Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer.

14.22

2607

2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck. Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a)

Labour

day

0.05

151.44

7.57

L-12

Mate

day

1.00

136.69

136.69

L-13

Mazdoor

day

0.25

164.69

41.17

L-15

metre

12.00

7500.00

90000.00


Material Supply of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element and complete accessories as per approved specifications and drawings.

c)

Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. Overhead charges @ 0.2 on (a+b)

Page 31 of 264

4509.27

18938.94 11363.36

M-178

d)


124997.01


10416.42


say

10416.00

Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 14.23

2600

2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. Modular Strip / Box Seal Joint Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a)

Labour

day

0.056

151.44

8.48

L-12

Mate

day

1.00

136.69

136.69

L-13

Mazdoor

day

0.40

164.69

65.88

L-15

metre

12.00

1820.00

21840.00


Material Supply of a modular strip/box seal joint assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative.

c)


d)


M-127

4410.21

2646.13 29107.38

Cost for 12 m Modular strip/box seal joint = (a+b+c+d)

2425.62


say

2426.00

Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer.

14.24

2600

2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck. Modular Strip / Box Seal Joint Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a)

Labour

day

0.07

151.44

10.60

L-12

Mate

day

1.25

136.69

170.86

L-13

Mazdoor

day

0.50

164.69

82.35

L-15

metre

12.00

1820.00

21840.00


Material Supply of a modular box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative.

Page 32 of 264

4420.76

M-128

c)


d)


2652.46 29177.03

Cost for 12 m Modular strip/box seal joint = (a+b+c+d) Rate per m = (a+b+c+d)/12

2431.42 say

Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck.

Page 33 of 264

2431.00

Standard Data Book - Rate Analysis

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