Schedule (Chapter 1-16)

Sr.No.

Reference to MORD

Specifications

UnitLabour Rate (Rs.)

Through Rate(Rs.)

Remarks

1.1

(i) Cum -- 43.60

(ii) Cum -- 21.80

(iii) Cum -- 21.80

(iv) Cum -- 13.40

1.2

(i) Cum -- 31.50

Loading of Lime, Aggregate,Stone Boulder, Brick Aggregate,Kankar, Building Rubbish,Crushed Slag, Stone forMasonry Work by manualmeans including a lead upto 30m

Unloading of Lime, Aggregate,Stone Boulder, Brick Aggregate,Kankar, Building Rubbish,Crushed Slag, Stone forMasonry Work by manualmeans including a lead upto 30mUnloading of Earth, Sand,Moorum, Manure, Flyash bymanual means including a leadupto 30 m

Loading of Earth, Sand,Moorum, Manure, Flyash bymanual means including a leadupto 30 m

Loading and Unloading of Lime,Aggregate, Stone Boulder, BrickAggregate, Kankar, BuildingRubbish, Crushed Slag, Stone forMasonry Work by MechanicalMeans

Loading of Lime, Aggregate,Stone Boulder, Brick Aggregate,Kankar, Building Rubbish,Crushed Slag, Stone forMasonry Work by

Chapter 1 LOADING, UNLOADING, CARRIAGE CRUSHING OF MATERIALS AND

SETTING OUT

Description

Loading and Unloading of Lime,Aggregate, Stone Boulder, BrickAggregate, Kankar, BuildingRubbish, Crushed Slag, Stone forMasonry Work by Manual Means

22

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

mechanical means including alead upto 30 m Placing tipper atloading point, loading with frontend loader excluding time forhaulage and return trip.

(ii) Cum -- 15.90

(iii) Cum -- 4.85

1.3

(i) Loading of Bricks by manualmeans including a lead upto 30m

1000 Nos -- 73.30

(ii) 1000 Nos -- 73.30

1.4

(i) Tonne -- 55.30

(ii) Tonne -- 55.30

1.5

(i) Tonne -- 59.70

(ii) Tonne -- 59.70

Loading, Unloading and Stackingof Bricks by Manual Means

Loading of Structural Steel,Steel Bars by manual meansincluding a lead upto 30 m

Unloading and Stacking ofBricks by manual meansincluding a lead upto 30 m

Loading of Cement by manualmeans including a lead upto 30mUnloading of Cement by manualmeans including a lead upto 30m

Unloading of Earth, Sand, Limemoorum, Aggregate, StoneBoulder, Brick Aggregate,Kankar, Building Rubbish,Manure, Crushed Slag, Flyash,Stone for Masonry Work bymechanical means.

Loading of Earth, Sand,Moorum, Manure, Flyash bymechanical means including alead upto 30 m.Placing tipper atloading point, loading with frontend loader excluding time forhaulage and return trip.

Unloading of Structural Steel,Steel Bars by manual meansincluding a lead upto 30 m

Loading and Unloading of Cementby Manual Means

Loading and Unloading ofStructural Steel and Steel Bars bymanual means

23

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

1.6

(i) Tonne -- 65.05

(ii) Tonne -- 59.25

1.7 100

(i) -- 95.90

(ii) Tonne -- 95.90

1.8

(i) Cum -- 144.15

(ii) Cum -- 144.15

1.9

(i)

A 900/1000/1200mm dia RCCHume pipe

P/Pipe -- 42.55

B 750mm dia RCC Hume pipe P/Pipe -- 25.50

Loading of RCC Hume pipes bymechanical means including alead upto 30 m

Loading and Unloading ofBitumen Drums by Manual Means

Unloading with care C.C.Blocks, km Stone, 200 m Stone,Boundary Pillar, Kerb, Channel,Bond Stone, etc. by manualmeans including a lead upto 30m

Note :Density of wood has been assumed as 900 kg per cum. If the density is less the output may be reduced proportionately

Loading of Bitumen Drums bymanual means including a leadupto 30 m

Unloading of Timber by manualmeans including a lead upto 30m

Note: The rate is inclusive of the self weight of drumLoading and Unloading of Timberby Manual Means

Unloading of Bitumen Drums byManual Means including a leadupto 30 m

Unloading of Timber by manualmeans including a lead upto 30m

Loading and Unloading of C.C.Blocks, Kerb, etc.

Loading with care C.C. Blocks,km Stone, 200 m Stone,Boundary Pillar, Kerb, Channel,Bond Stone, etc. by manualmeans including a lead upto 30m

Loading and Unloading of HumePipes

24

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

C 600/500/300mm dia Hume pipe P/Pipe -- 18.25

(ii) Unloading of RCC Hume Pipeby manual means including a

A 900/1000/1200 mm dia RCCHume pipes

P/Pipe -- 175.05

B 750mm dia Hume pipe P/Pipe -- 145.9

C 600/500/300mm dia Hume pipe P/Pipe -- 109.40

(iii) Unloading of RCC Hume Pipeby manual means including alead upto 30m

A 900/1000/1200 mm dia Humepipe

P/Pipe -- 29.00

B 750 mm dia Hume pipe P/Pipe -- 17.40

C 600/500/300 mm dia Hume pipe P/Pipe -- 12.45

1.10

(i) T/Km. -- 2.30

(ii) T/Km. -- 2.80

(iii) T/Km. -- 5.60

1.11

(i) P/Pipe -- 25.50

(ii) P/Pipe -- 30.70

Surface road.

Case-IIUnsurfaced Gravel road

Katcha track and track in RiverBed/Nallah bed & Choe bed

Case-I

I) Hume pipe 900/1000/1200 mmdia

Haulage of materials by truckexcluding cost of loading, unloadingand stacking.

Haulage excluding Loading &Unloading

Haulage excluding Loading &UnloadingHaulage of materials by tipperexcluding cost of loading, unloadingand stacking.

Surface road.

Unsurfaced Gravel road

25

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

(iii) P/Pipe -- 61.75

(i) P/Pipe -- 15.30

(ii) P/Pipe -- 18.40

(iii) P/Pipe -- 37.05

(i) P/Pipe -- 10.95

(ii) P/Pipe -- 13.15

(iii) P/Pipe -- 24.5

1.12

(i) Cum -- 575.50

(ii) Cum -- 619.55

Surface road.

Case-I


Case-I

Case-III

Supply of quarried stone andhand breaking into coarseaggregate to Grading 2 (63 mmto 45 mm) as per Table 400.8 ofTechnical Specifications.

Case-II

II) Hume pipe 750 mm dia

Unsurfaced Gravel road


III) Hume pipe 600/500/300 mm dia

Case-III

Supply of Quarried stone andhand breaking

Supply of quarried stone andhand breaking into coarseaggregate to Grading 1 (90 mmto 45 mm) as per Table 400.8 ofTechnical Specifications.


Case-III

Case-IIUnsurfaced Gravel road

Surface road.

26

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

(iii) Cum -- 663.60

(IV) Supplying and stacking at sitehard stone for soling

Cum -- 363.00

(V) Supplying and stacking coursesand at site of work.

Cum -- 363.00

1.13

Cum -- 379.50

Note: 1

2

3

1.14

Crushing of stone boulders of 150mm size in an integrated stonecrushing unit of 200 t/h capacitycomprising of primary and secondarycrushing units, belt conveyor andvibrating screens to obtain stoneaggregates 100 per cent passingthrough 53 mm sieve as per Table500.6 of Technical Specificationsincluding the cost of stone.

Crushing of Stone Aggregates 100per cent passing through 22.4 mmsieve as per Table 500.6 ofTechnical Specifications.

800 cum of stone boulders are needed to get 750 cum of stone aggregates.

85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40 mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as a by-product.The integrated stone crusher includes primary and secondary crushing units.

Supply of quarried stone andhand breaking into coarseaggregate to Grading 3 (53 mmto 22.4 mm) as per Table 400.8of Technical Specifications.

Crushing of Stone Aggregates 100per cent passing through 53 mmsieve as per Table 500.6 ofTechnical Specifications.

27

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

Cum -- 432.55

Note: 1

2

3

1.15

I Crushing of stone boulders of150 mm size in an integratedstone crushing unit of 200 t/hcapacity comprising of primaryand secondary crushing units,belt conveyor and vibratingscreens to obtain stoneaggregates of 13.2 mm nominalsize as per Table 500.9 ofTechnical Specificationsincluding the cost of stone.

Cum -- 484.40

800 cum of stone boulders are needed to get 670 cum of stone chips of required size.

Crushing of stone boulders of 150mm size in an integrated stonecrushing unit of 200 t/h capacitycomprising of primary and secondarycrushing units, belt conveyor andvibrating screens to obtain stoneaggregates 100 per cent passingthrough 22.4 mm sieve as per Table500.6 of Technical Specificationsincluding the cost of stone.

90 per cent of above cost will be attributed to the production of 670 cum of stone aggregate and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as a by-product.

Crushing of Stone AggregatesNominal Size 13.2/11.2 mm as perTable 500.9 of TechnicalSpecifications.

The integrated stone crusher includes primary and secondary crushing units.

28

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

II Crushing of stone boulders of150 mm size in an integratedstone crushing unit of 200 t/hcapacity comprising of primaryand secondary crushing units,belt conveyor and vibratingscreens to obtain stoneaggregates of 11.2 mm nominalsize as per Table 500.9 ofTechnical Specificationsincluding the cost of stone.

Cum -- 484.40

Note: 1

2

3

1.16

Cum -- 509.85

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.

Crushing of Stone Aggregates 9.5mm Nominal Size as per Table500.9 of Technical Specifications.

Crushing of stone boulders of 150mm size in an integrated stonecrushing unit of 200 t/h capacitycomprising of primary and secondarycrushing units, belt conveyor andvibrating screens to obtain stoneaggregates of 9.5 mm nominal sizeas per Table 500.9 of TechnicalSpecifications including the cost ofstone.


800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm and 125 cum stone dust.

29

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

Cum -- 514.50

Note: 1

2

3

1.17 100

Typical benchmark as perdrawing 200.1 and as perTechnical Specification clause108.

Km. 485.60 2346.4

(ii) Typical reference pillar as perdrawing 200.2 and as perTechnical specification clause108

Km. 233.80 1068.25

(i)

Crushing of stone boulders of150mm size in an intergrated stonecrushing unit of 200t/h capacitycomprising of primary and secondarycrushing units, belt conveyor andvibrating screens to obtain stoneaggregates of 9.5mm nominal sizeas per table 500.9 of Technicalspecifications including the cost ofstones.

Setting Out

800 cum of stone boulders are needed to get 600 cum of stone chips of size 6.7 mm and 125 cum stone dust.95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 9.5 mm size and balance 5 per cent to the production of stone dust which comes out as a by-product.


30

Sr.No.

Reference to MORD

Specifications


Through Rate(Rs.)

Remarks

Description

31

Sr.No.

Reference to MORD

SpecificationUnit Labour

Rate Through

Rate

Remarks

2.1 201

By Manual Means Hectare 5,872.70 --

2.2 201

(I) By Manual Means

(A) Hectare -- 22,440.10

(B) Hectare -- 30,198.40

(II) By Mechanical Means

(A) Hectare -- 45,774.70

(B) Hectare -- 55,231.10

2.3 201

In area of non-thornyjungleIn area of thorny jungle

In area of non-thornyjungleIn area of thorny jungle

Chapter 2

SITE CLEARANCE

Description

Clearing grass and removal ofrubbish up to a distance of 30 moutside the periphery of the area asper Technical Specification Clause201.

Clearing Grass and Removal of Rubbish

Clearing and Grubbing RoadLandClearing and grubbing road landincluding uprooting wild vegetation,grass, bushes, shrubs, saplings andtrees of girth upto 300 mm, removalof stumps of such trees cut earlierand disposal of unserviceablematerials and stacking ofserviceable material to be used orauctioned, upto a lead of 1000 mincluding removal and disposal oftop organic soil not exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Cutting of Trees includingCutting of Trunks, Branches andRemoval of Stumps

33

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

A. Lead upto 100 m

(i) Each -- 117.30

(ii) Each -- 219.80

(iii) Each -- 410.50

(iv) Each -- 762.60

(v) Each -- 1,592.00

(vi) Each -- 4,505.35

B. Lead upto 1000 m

(i) Each -- 129.85

(ii) Each -- 257.40

(iii) Each -- 460.60

(iv) Each -- 837.75

(v) Each -- 1,675.50

(vi) Each -- 4,714.05

2.4 201

A. Lead upto 100 m

Cutting of trees, including cutting oftrunks, branches and removal ofstumps & roots, refilling, compactionof backfilling and stacking ofserviceable material by manualmeans with all lifts as per TechnicalSpecification Clause 201.

Girth above 2700 mm to4500 mmGirth above 4500 mm

Girth above 900 mm to1800 mmGirth above 1800 mm to2700 mmGirth above 2700 mm to4500 mm

Girth above 4500 mm

Uprooting and Removing Stumps &roots, compaction of backfilling andstacking of servicable material bymanual means as per TechnicalSpecification Clause 201.

Girth above 300 mm to600 mmGirth above 600 mm to900 mmGirth above 900 mm to1800 mmGirth above 1800 mm to2700 mm

Girth above 300 mm to600 mmGirth above 600 mm to900 mm

Uprooting and Removing Stumps& Roots

34

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

(i) Each -- 66.25

(ii) Each -- 108.95

(iii) Each -- 224.45

(iv) Each -- 436.95

(v) Each -- 886.45

(vi) Each -- 2,515.35

B. Lead upto 1000 m

(i) Each -- 69.15

(ii) Each -- 119.40

(iii) Each -- 237.00

(iv) Each -- 453.70

(v) Each -- 907.30

(vi) Girth above 4500 mm Each -- 2,619.70

2.5 202 Dismantling of Structures

(I) By Manual Means

(A) Cum -- 207.60

(B) Cement Concrete Cum -- 237.00

Girth above 2700 mm to4500 mm





Dismantling of existing structureslike culverts, bridges, retaining wallsand other structure comprising ofmasonry, cement concrete, woodwork, steel work, including T&P andscaffolding wherever necessary,sorting the dismantled material,disposal of unserviceable materialand stacking the serviceablematerial with all lifts and lead of1000 m as per TechnicalSpecification Clause 202.

Lime Concrete

Girth above 900 mm to1800 mmGirth above 1800 mm to2700 mmGirth above 2700 mm to4500 mm

Girth above 4500 mm

35

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

(C) Cum -- 538.25


(A) Cement Concrete Cum -- 369.85

(B) Cum -- 567.20

2.6 202 Dismantling Brick/Tile Work

(A) Lime mortar Cum -- 148.90

(B) Cement mortar Cum -- 178.25

(C) Mud Mortar Cum -- 137.15

(D) Cum -- 131.30

2.7 202

(A) Cum -- 160.65

(B) Cum -- 178.25

(C) Cum -- 148.90

(D) Cum -- 143.00

Dismantling of existing structureslike culverts, bridges, retaining wallsand other structures comprising ofbrick masonry, including disposal ofunserviceable material and stackingthe serviceable material with all liftand lead of 1000 m as perTechnical Specification Clause 202.

Dismantling Stone Masonry asper Technical SpecificationClause 202.Dismantling of existing structureslike culverts, bridges, retaining wallsand other structure comprising ofstone masonry, including disposalof unserviceable material andstacking the serviceable materialwith all lift and lead of 1000 m asper Technical Specification Clause202.

Rubble Stone Masonry inLime Mortar

Reinforced Cement Concrete

Rubble Stone Masonry inCement MortarRubble Stone Masonry in MudMortar

Reinforced Cement Concrete

Dry Rubble Masonry

Dry Brick Pitching or Brick Soling

36

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

(E) Cum -- 137.15

(F) Cum -- 148.90

2.8 202 Cum -- 312.10

2.9 202

(A) Tonne -- 636.75

(B) Tonne -- 466.70

(C) Each 4.30 --

2.10 202

In Lime/ Cement Mortar 1000Nos 513.85 --

2.11 202

In Cement or Lime Mortar Cum 206.10 --

2.12 202 Sqm -- 7.20

Scraping of bricks dismantledfrom brick work includingstacking as per TechnicalSpecification Clause 202.

Scraping of Stone from Dismantled Stone Masonry as per Technical Specification Clause 202.

Scraping Plaster in Lime orCement Mortar from Brick / StoneMasonry as per TechnicalSpecification Clause 202.

Dismentling Wood work wroughtand planed fixed in Frames ofTrusses upto a height of 5 mabove plinth level as perTechnical Specification clause202.DismentlingSteel work in alltypes of sections upto a height of5 m above plinth level excludingcutting of rivet as technicalspecification clause 202.

Dismantling boulders laid inwire crates including openingof crates and stackingdismantled materials

Including dismembering

Excluding dismembering

Extra over items(A) and(B) forcutting rivets

Dismantling Stone Pitching /Dry Stone Spalls

37

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

2.13 202

(A) Mtre 76.23 --

(B) Mtre 103.05 --

(C) Mtre 176.50 --

Note: 1

2

2.14 202

(I) By Manual Means

(A) Bituminous Courses Cum -- 378.85(B) Granular Courses Cum -- 284.60


(A) Bituminous Courses Cum -- 209.302.15 202

Dismantling of flexible pavementsand disposal of dismantledmaterials upto a lead of 100 m,stacking serviceable andunserviceable materials separatelyas per Technical SpecificationClause 202

Dismantling of Cement ConcretePavements as per TechnicalSpecification Clause 202.

Dismantling of FlexiblePavements

The excavation of earth,dismantling of stone masonry workin head walls and protection worksis not included which is to bemeasured and paid separately.Credit for retrieved stone frommasonry work may be taken as peractual availability.

Removing all types of Humepipes and stacking within a leadof 1000 m including Earthworkand Dismantling of MasonryWorks as per TechnicalSpecification Clause 202.

Upto 600 mm dia Hume pipe

Above 600 mm to 900 mm diaHume pipeAbove 900 mm dia Hume pipe

38

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

Cum -- 1,516.35

Note:

2.16 202 Dismantling Guard Rails

Running metre

-- 42.90

2.17 202 Dismantling Kerb Stones

Running metre

-- 10.55

2.18 202

Running metre

-- 15.90

2.19 202 Dismantling Kilometre Stones

Dismantling Kerb Stone Channels Dismantling kerb stone channels bymanual means and disposal ofdismantled material with all lifts andupto a lead of 1000 m as perTechnical Specification Clause 202.

Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.

Dismantling of cement concretepavements by mechanical meansusing pneumatic tools breaking topieces not exceeding 0.02 cum involume and stock piling atdesignated locations and disposalof dismantled materials upto a leadof 1000 m, stacking serviceable andunserviceable materials separately

Dismantling guard rails by manualmeans and disposal of dismantledmaterial with all lifts and upto a leadof 1000 m, stacking serviceablematerials and unserviceablematerials separately as perTechnical Specification Clause 202.

The above analysis is for removal of completepavement. In case full depth repair work isrequired to be done after dismantling, provision of aconcrete saw cutter may be added for 0.25h.

39

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

(A) 5th km Stone Each -- 172.75

(B) Ordinary km Stones Each -- 106.80

(C) 200 m Stones Each -- 23.05

(D) Cum -- 23.05

2.20 202 Dismantling of Fencing

Running metre

-- 21.40

2.21 202

Running metre

-- 72.55

Note:

2.22 202

Dismantling of CI water pipe line600 mm dia including disposal withall lifts and lead upto 1000 m andstacking of serviceable material andunserviceable material separatelyunder supervision of concerneddepartment as per TechnicalSpecification Clause 202.

The rate analysis does not include any excavationin earth or dismantling of masonry works which areto be measured and paid separately.

Dismantling of barbed wire fencing /wire mesh fencing including posts,foundation concrete, backfilling ofpit by manual means includingdisposal of dismantled material withall lifts and upto a lead of 1000 m,stacking serviceable material andunserviceable material separatelyas per Technical SpecificationClause 202.

Boundary Pillar

Dismantling of kilometre stonesincluding cutting of earth, foundationand disposal of dismantled materialwith all lifts and lead upto 1000 mand backfilling of pit as perTechnical Specification Clause 202.

Dismantling of CI Water Pipe Line

Removal of Cement ConcretePipe of Sewer Gutter

40

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks

Description

Running metre

-- 88.15

Note:

2.23 202

Each -- 85.25Removal of telephone/electric poleswith wires including excavation anddismantling of foundation concreteand lines under the supervision ofconcerned department, disposalwith all lifts and upto a lead of 1000m and stacking the serviceable andunserviceable material separatelyas per Technical SpecificationClause 202.

Removal of cement concrete pipe ofsewer gutter 1500 mm dia under thesupervision of concerneddepartment including disposal withall lifts and upto a lead of 1000 mand stacking of serviceable andunserviceable material separatelybut excluding earth excavation anddismantling of masonry works asper Technical Specification Clause202.

The rate analysis does not include any excavationin earth or dismantling of masonry works which areto be measured and paid separately.

Removal of Telephone/ElectricPoles and Lines

41

Sr.No.

Reference to MORD


RateThrough

Rate

Remarks

3.1

301.4

Sqm. -- 12.15

Note:

3.2

301.4

Sqm -- 6.60

3.3 301.5

Cum -- 56.65

Chapter 3

EARTHWORK, EROSION CONTROL AND DRAINAGE

Description

Scarifying Existing GranularSurface to a Depth of 50 mm byManual Means

Preparation of Foundation forEmbankment

Scarifying the existing bituminousroad surface to a depth of 150 mmand disposal of scarified materialwith a lift upto 3 m and lead upto1000 m as per TechnicalSpecification Clause 301.4.

Scarifying existing granular surfaceto a depth of 50 mm and disposalof scarified material with a lift upto3 m and leads upto 1000 m as perTechnical Specification Clause301.4.

Preparation of Foundation forEmbankmentScarifying Existing BituminousSurface to a Depth of 150 mm byMechanical Means

In case material is to be reused at site,transportation cost catered above (Sub-item b) fordisposal shall be deleted.

Construction of Embankmentwith Material Obtained fromRoadway CuttingConstruction of embankment withapproved materials deposited atsite from roadway cutting andexcavation from drain andfoundation of other structuresgraded and compacted to meetrequirement of Tables 300.1 and300.2 as per TechnicalSpecification Clause 301.5

43

Sr.No.

Reference to MORD


RateThrough

Rate

Remarks Description

Note:

3.4 301.5

Cum -- 178.10

3.5 302 (i)

Cum 55.10 --

(ii)

Cum -- 46.40

Excavation in Cutting inSoil by manual means withlead upto 50 mExcavation for roadway insoil using manual means forcarrying of cut earth toembankment site with a liftupto 1.5 m and lead upto 50m as per TechnicalSpecification Clause 302.3

Excavation for roadway insoil by mechanical meansincluding cutting and pushingthe earth to site ofembankment upto a distanceof 100 m, including trimmingbottom and side slopes inaccordance withrequirements of lines, gradesand cross-sections.

Excavation in Soil withDozer with lead upto 100 m

Construction of Embankmentwith Material Obtained fromBorrow Pits

In case the earth cutting is done by dozer andpushed for filling in the embankment, the input ofdozer in the cost of embankment shall be deletedas the same is already provided in the cost ofexcavation. However, if the earth is dumped bytippers from roadway cutting, the input of dozer forspreading is required to be provided.

Construction of embankment withapproved material obtained fromborrow pits with a lift upto 1.5 m,transporting to site, spreading,grading to required slope andcompacting to meet requirement ofTables 300.1 and 300.2 with a leadupto 1000 m as per TechnicalSpecification Clause 301.5

44

Sr.No.

Reference to MORD


RateThrough

Rate

Remarks Description

(iii)

Cum -- 28.00

3.6 302.3.6Cum -- 41.50

3.7 302.3.11

Cum -- 28.00

Excavation in Marshy SoilExcavation for roadway in marshysoil with hydraulic excavator 0.9cum bucket capacity includingcutting and loading in tippers anddisposal with a lift upto 1.5 m andlead upto 1000 m, trimming ofbottom and side slopes inaccordance with requirements oflines, grades and cross- sectionsas per Technical SpecificationClause 302.3.6.

Excavation in Soil usingHydraulic Excavator andTippers with disposal upto1000 mExcavation for roadwork insoil with hydraulic excavatorof 0.9 cum bucket capacityincluding cutting and loadingin tippers, trimming bottomand side slopes, inaccordance withrequirements of lines, gradesand cross-sections, andtransporting to theembankment location with alift upto 1.5 m and lead upto1000 m as per TechnicalSpecification Clause 302.3

Removal of Unsuitable Soil withDisposal upto 1000 mRemoval of unsuitable soilincluding excavation, loading anddisposal upto 1000 m lead butexcluding compaction groundsupporting embankment subgradereplacement by suitable soil, whichshall be paid separately as perClause 303.5.2 as per TechnicalSpecification Clause 302.3.11

45

Sr.No.

Reference to MORD


RateThrough

Rate

Remarks Description

Note:

3.8 302.3.5 (i)

Cum 85.65 --

(ii)

Cum -- 48.85

(iii)

Excavation for roadway inordinary rock by deploying adozer D-50 including cuttingand pushing the cut earth tosite of embankment upto adistance of 100 m (averagelead 50 m), trimming bottomand side slopes inaccordance with therequirements of lines, gradesand cross-sections with liftupto 1.5 m.as per technicalspecification clause 302.3.5.

Excavation in OrdinaryRock using HydraulicExcavator and Tipperswith disposal upto 1000 m

Excavation in ordinary rockusing manual meansincluding loading in a truckand carrying of excavatedmaterial to embankment sitewith a lift upto 1.5 m and lead

t 50 T h i lExcavation in OrdinaryRock with Dozer with leadupto 100 m

Excavation in ordinaryRock by manual means

This item does not include replacement ofunsuitable soil by suitable soil. Replacement,where required, is to be provided and paidseparately under Clause 303.5.2.

46

Sr.No.

Reference to MORD


RateThrough

Rate

Remarks Description

Cum -- 49.75

3.9 302.3.5 (i)

Cum -- 198.50

Note: 1

2

3

(ii)

In case some rock is issued to thecontractor at site, the item ofcarriage shall bereduced/restricted to that extent.

Excavation in Hard Rock(blasting prohibited)

Excavation for roadway inhard rock (requiring blasting)by drilling, blasting andbreaking, trimming of bottomand side slopes inaccordance withrequirements of lines, gradesand cross-sections, loadingand disposal of cut rock witha lift upto 1.5 m and leadsupto 1000 m as perTechnical SpecificationClause 302.3.5

Credit for useful material receivedas per site conditions shall betaken into account. This has beenassumed to be 50 per cent for thepurpose of analysis.

The quality and availability of rockshall be checked before affordingcredit.

Excavation for roadway inordinary rock with hydraulicexcavator of 0.9 cum bucketcapacity including cutting andloading in tippers,transporting to embankmentsite with a lift upto 1.5 m andlead upto 1000 m, trimmingbottom and side slopes inaccordance withrequirements of lines, gradesand cross-sections as perTechnical SpecificationClause 302.3.5

Excavation in Hard Rock(requiring blasting) withdisposal upto 1000 m

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Rate

Remarks Description

(A) Cum -- 515.15

Note: 1

2

3

(B) Cum -- 322.70

Note: 1

2

3

(iii)

In case some rock is issued tocontractor at site, the item ofcarriage shall be omitted to theextent of quantity issued to theContractor.

Credit is considered for 50 per centof quantity of work.

Mechanical Means

Excavation for roadway inhard rock (blastingprohibited) with rock breakersincluding breaking rock,loading in tippers anddisposal with a lift upto 1.5 mand lead upto 1000 metres,trimming bottom and sideslopes in accordance withrequirements of lines, gradesand cross- sections as perTechnical SpecificationClause 302.3.5

Manual Means

Loading for disposal will be donemanually, being small quantity.

The quality and availability of rockshall be checked before affordingcredit.In case some rock is issued to thecontractor at site, the item ofcarriage shall be restricted/reduced to that extent.Being small quantity, manualloading will be economical in thiscase and has been providedaccordingly.

Excavation in Hard Rock(controlled blasting) withdisposal upto 1000 m

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Rate

Remarks Description

Cum -- 219.90

Note: 1

2

3.10 302.3.2

Cum -- 95.80

3.11 302.3.2 Stripping, Storing and RelayingTop Soil from Borrow Areas inAgricultural Fields

Stripping, Storing and RelayingTop Soil from Right-of-Way(R.O.W)Stripping, storing and preservationof top soil by keeping it damp instock piles and keep wet till it isused by road side at 15 m internaland re-application on embankmentslopes, cut slopes and other areasin localities where the availableembankment material is notconducive to plant growth as perTechnical Specification Clause302.3.2

In case some rock is issued to theContractor at site, the item of carriageshall be reduced to that extent.

Credit is considered for 50 per cent ofquantity of blasted rock, if foundsuitable for construction.

Excavation for roadway inhard rock with controlledblasting by drilling, blastingand breaking, trimming ofbottom and side slopes inaccordance withrequirements of lines, gradesand cross-sections, loadingand disposal of cut rock witha lift upto 1.5 m and leadsupto 1000 m as perTechnical SpecificationClause 302.3.5

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Rate

Remarks Description

Cum -- 93.70

3.12 309Sqm -- 50.30

3.13 310

Sqm -- 144.60

3.14 303.1

Cum -- 170.10

3.15 301.4 Compacting Original Ground

Stripping of top soil from borrowareas located in agriculture fields,storing at a suitable place,spreading and relaying after takingthe borrow earth to maintain fertilityof the agricultural field, finishing itto the required levels to thesatisfaction of the farmer/landowner as per TechnicalSpecification Clause 302.3.2.

Furnishing and laying of the livesods of perennial turf forming grasson embankment slope, verges orother locations shown on thedrawing or as directed by theEngineer including preparation ofground, fetching of sods andwatering as per TechnicalSpecification Clause 309.

Preparation of seed bed onpreviously laid top soil, furnishingand placing of seeds, fertilizer,mulching material, applyingbituminous emulsion @ 0.23 litreper sqm and laying and fixing jutenetting, including watering for 3months all as per TechnicalSpecification Clause 310.

Construction of subgrade andearthen shoulders with approvedmaterial obtained from borrow pitswith all lifts and leads, transportingto site, spreading, grading torequired slope and compacted tomeet requirement of Table 300.2with lead upto 1000 m as perTechnical Specification Clause303.1.

Turfing with Sods

Seeding and Mulching

Construction of Subgrade andEarthen Shoulders

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Rate

Remarks Description

(i)

Cum -- 15.70

303 (ii)

Cum -- 47.45

3.16 301.5.5.1

Sqm 1.10

3.17 304.3

Loosening, Levelling andCompacting original groundsupporting embankment tofacilitate placement of firstlayer of embankment,scarified to a depth of 150mm, mixed with water atOMC and then compacted byrolling so as to achieveminimum dry density asgiven in Tables 300.1 and300.2 for embankmentconstruction as per TechnicalSpecification Clause 301.4

Compacting originalground supportingembankment

Loosening of the ground uptoa level of 300 mm below thesubgrade level, watered,graded and compacted inlayers to meet requirement ofTables 300.1 and 300.2 forsubgrade construction as perTechnical SpecificationClause 303.5.2.

Compacting originalground supportingsubgrade

Repairs of damages caused byrain/spillage of water

Presplitting Rock ExcavationSlopes

Preparation and surface treatmentof formation by removing mud andslurry, watering to the extentneeded to maintain the desiredmoisture content, trimming to therequired line, grade, profile androlling with three wheel 80-100 kNstatic roller, complete as perTechnical Specification Clause301.5.5.1

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Rate

Remarks Description

Sqm -- 124.85

Note:

3.18 306

Cum -- 133.10

Note: 1

2

3.19 307 (i) Surface Drains in Soil

In case blasted rock is issued to the Contractoragainst payment for construction work, the cost ofcarriage shall be reduced to that extent.

As flyash is available free of costas waste material from ThermalPlants, cost of material has notbeen added.

Carrying out excavation in hardrock to achive a specified slope ofthe rock face by controlled use ofexplosives and blastingaccessories in properly aligned andspaced drill holes, collection of theexcavated rock by a D-50 dozer,loading in tipper by a front endloader and disposing of thematerial with a lift upto 1.5 m andlead upto 1000 m as per TechnicalSpecification Clause 304.3

The earthcover on sides andintermediate layers of earthsandwiching the flyash have notbeen included in this analysis. Thesame are required to be providedas per approved design and pricedseperately as embankmentconstruction.

Construction of Embankmentwith Flyash/Pond ash availablefrom Coal or Lignite BurningThermal Plants as WasteMaterialConstruction of embankment withflyash conforming to Table 1 ofIRC:SP:58 obtained from coal orlignite burning thermal powerstations as waste material, spreadand compacted in layer of 200 mmthickness each at OMC, all asspecified in IRC:SP:58 and as perapproved plans with lead upto1000 m as per TechnicalSpecification Clause 306.

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Rate

Remarks Description

(A) Metre 29.40 --

Note:

(B) Metre -- 9.00

(ii)

(A) Metre 44.05 --

(B) Metre -- 20.65

(iii)

(A) Metre 31.20 --

(B) Metre -- 50.00

3.20 307

Surface Drains in HardRock

Manual Means

Mechanical Means

Chute Drains

Where lining of drain is provided, quantity shall beworked out based on approved design anddrawing and priced on rate of cement concrete ofapproved grade or stone/brick masonary as thecase may be.

Construction of unlinedsurface drains of averagecross-sectional area 0.40sqm in soil to specified lines,grades, levels anddimensions. Excavatedmaterial to be used inembankment with a lift upto3m and lead of 50 m(average lead 25 m) as perTechnical SpecificationClause 307.

Mechanical Means

Manual Means

Mechanical Means

Surface Drains in OrdinaryRock

Manual Means

Construction of unlinedsurface drain of averagecross-sectional area 0.4 sqmin ordinary rock to specifiedlines, grades, levels anddimensions as per approveddesign and TechnicalSpecification Clause 307.Excavated material to beused in embankment at site.

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Rate

Remarks Description

A. Metre 1,132.70 6,894.40

B Metre 1,347.25 6,080.90

Note:

Providing chute drains acrossembankment slopes inapproches of bridges and onhorizontal curves as perdrawings.

Providing chute drains acrossembankment slopes inapproches of bridges and onhorizontal curves as perdrawings.

Quantities are to be taken as per the designs anddrawings.

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SpecificationsUnit Labour

RateThrough

Rate Remarks

4.1 401 Granular Sub-base with Well Graded Material (Table 400.1)

(A) By Mix in Place Method

(i) For Grading I Material Cum -- 765.65

(ii) For Grading II Material Cum -- 746.60

(iii) For Grading III Material Cum -- 713.80

401 (B) Plant Mix Method

(i) For Grading I Material Cum -- 847.00

(ii) For Grading II Material Cum -- 831.15

(iii) For Grading III Material Cum -- 797.70

4.2 402 i)

Chapter 4

GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS

Description

Construction of granular sub-baseby providing well graded material,spreading in uniform layers withmotor grader on preparedsurface, mixing by mix in placemethod with rotavator at OMC,and compacting with smoothwheel roller to achieve thedesired density, complete as perTechnical Specification Clause401.

Construction of granular sub-baseby providing well gradedmaterial, mixing in a mechanicalmix plant at OMC, carriage ofmixed material to work site uptolead of 1000 m spreading inuniform layers with motor graderon prepared surface andcompacting with smooth wheelroller to achieve the desireddensity, complete as perTechnical Specification Clause401

Gravel/Soil-Aggregate Base (Table 400.2) Grading A

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Rate Remarks Description

Cum -- 836.50

ii)

Cum -- 854.35

iii)

Cum -- 773.60

4.3 403 Gravel/Soil-Aggregate SurfaceCourse (Table 400.3)

Gravel/Soil-Aggregate Base (Table 400.2) Grading BConstruction of granular sub-baseby providing well gradedmaterial, spreading in uniformlayers with motor grader onprepared surface, mixing by mixin place method with rotavator atOMC, and compacting with threewheel 80-100 kN static rollercapacity to achieve the desireddensity, complete as perTechnical Specification Clause402

Gravel/Soil-Aggregate Base (Table 400.2) Grading CConstruction of granular sub-baseby providing well gradedmaterial, spreading in uniformlayers with motor grader onprepared surface, mixing by mixin place method with rotavator atOMC, and compacting with threewheel 80-100 kN static rollercapacity to achieve the desireddensity, complete as perTechnical Specification Clause402

Construction of gravel/soil-aggregate base by providingwell graded material, spreadingin uniform layers with motorgrader on prepared surface,mixing by mix in place methodwith rotavator at OMC, andcompacting with three wheel 80-100 kN static roller to achieve thedesired density, complete as perTechnical Specifications Clause402

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Cum -- 655.00

4.4 402

(A) By Manual Means Cum -- 310.80

(B) By Mechanical Means Cum -- 327.05

Note:

4.5 403 Lime Treated Soil for Sub-Base

Cum -- 622.00

Note:

4.6 404 Cement Treated Soil Sub-Base/Base

Laying and spreading available soil inthe subgrade on a prepared surface,pulverising, mixing the spread soil inplace with rotavator with 2 per centslaked lime having minimum 70 percent of contents of CaO, grading withmotor grader and compacting with thesmooth wheel road roller at OMC to thedesired density to form a layer ofimproved Sub-grade as per TechnicalSpecification Cluase 403.

Providing, laying and spreading soil ona prepared sub-grade, pulverising,mixing the spread soil in place withrotavator with 4 per cent slaked limewith minimum content of 70 per cent ofCaO, grading with motor grader andcompacting with the road roller at OMCto achieve atleast 98 per cent of themax dry density to form a layer of sub-base as per Technical SpecificationClause 403.

The exact quantity of lime shall be as per design.

Lime Stabilisation for ImprovingSubgrade

Construction of granular surface courseby providing well graded material,spreading in uniform layers with motorgrader on prepared surface, mixing bymix in place method with rotavator atOMC, and compacting with three wheel80-100 kN static roller capacity toachieve the desired density, completeas per Technical Specification Clause402

The exact quantity of lime shall be as per design.

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Cum -- 528.85

Note: The exact quantity of cement shall be as per design.

4.7 405

1) WBM Grading 1



2)

Water Bound Macadam Sub-base/base

Providing, laying and spreading soil ona prepared sub-grade, pulverising,adding the designed quantity of cementto the spread soil, mixing in place withrotavator, grading with the motor graderand compacting with the road roller atOMC to achieve the desired unconfined

i t th d t f

Providing, laying, spreading andcompacting stone aggregates ofspecific sizes to water boundmacadam specification includingspreading in uniform thickness,hand packing, rolling with threewheel 80-100 kN static roller instages to proper grade andcamber, applying and brooming,stone screening/binding materialsto fill-up the interstices of coarseaggregate, watering andcompacting to the requireddensity Grading 1 as perTechnical Specification Clause405.

WBM Grading 2

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RateThrough


(A) By Manual Means Cum -- 1,015.70


Note: Type A Screening can be used in Grading 2

3)



4.8 405

1)

WBM Grading 3

Providing, laying, spreading andcompacting stone aggregates ofspecific sizes to water boundmacadam specification includingspreading in uniform thickness,hand packing, rolling with smoothwheel roller 80-100 kN in stagesto proper grade and camber,applying and brooming, stonescreening to fill-up the intersticesof coarse aggregate, wateringand compacting to the requireddensity Grading 3 as perTechnical Specification Clause405.

WBM Grading 1

Water Bound Macadam withCrushable Screenings

Providing, laying, spreading andcompacting stone aggregates ofspecific sizes to water boundmacadam specification includingspreading in uniform thickness,hand packing, rolling with smoothwheel roller 80-100 kN in stagesto proper grade and camber,applying and brooming, stonescreening/binding materials to fill-up the interstices of coarseaggregate, watering andcompacting to the requireddensity grading 2 as perTechnical Specification Clause405.

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2)



3)

Providing, laying, spreading andcompacting stone aggregates ofspecific sizes to water boundmacadam specification includingspreading in uniform thickness,hand packing, rolling with threewheel 80-100 kN static roller instages to proper grade andcamber, applying and brooming,crushable screening to fill-up theinterstices of coarse aggregate,watering and compacting to therequired density Grading 1 as perTechnical Specification Clause405.

WBM Grading 2


WBM Grading 3

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4.9 406 Wet Mix Macadam

Cum -- 861.65

4.10 407

A. Earthen Shoulders The rate asapplicable forsub-grade construction may beadopted.

By Mechanical Means with 1 km lead

Construction of Shoulders as perTechnical Specification Clause 407.

Providing, laying, spreading andcompacting graded stone aggregate towet mix macadam specificationincluding premixing the material withwater at OMC in mechanical mixer (PugMill), carriage of mixed material bytipper to site, laying in uniform layers insub-base/base course on a wellprepared sub-base and compactingwith smooth wheel roller of 80 to100kN weight to achieve the desireddensity including lighting, barricadingand maintenance of diversion, etc asper Tables 400.11 & 400.12 andTechnical Specification Clause 406.


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B. Hard Shoulders Rate asapplicable forsub-base and/or basemay be adopted as perapproved design.

C. Paved Shoulders The rates maybe adopted asapplicable fordifferent layers ofpavement depending upon approved design ofpaved shoulders.

4.11 408

(i) Using naturally occuring gravel Cum -- 429.40

(ii) Cum -- 428.40

4.12 408 Construction of Water BoundMacadam using locally availablematerial (Table 400.13)

Granular sub-base/base/surfacecourse with local materials (Table400.13) by mix in place methodnormal Construction of granular sub-base by providing local materialspreading in uniform layers withmotor grader on prepared surface,mixing by mix in place method withrotavator at once and compactingwith smooth wheel roller to achievethe desired density complete as perClause 401.4 as per TechnicalSpecification Clause 408.

Using Gravel mix soil using

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Cum -- 441.50

4.13 409

Cum -- 593.00

Note: 1

2

Lime-Flyash Stablised Soil Sub-base

Providing, laying spreading andcompacting local material in block orlarge discrete particles, such as kankar,Laterite, Dhandla etc. as per Table400.13 to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith three wheel 80-100 kN static rollerin stages to proper grade and camber,applying and brooming requisite type ofscreening /binding materials to fill-upthe interstices of laid material wateringand compacting to the required densityas per Clause 405.3 and TechnicalSpecification Cluase 408.

Construction of sub-base using lime-flyash admixture with granular soil, freefrom organic matter/deleterious materialor clayey silts and low plasticity clayshaving PI between 5 and 20 and liquidlimit less than 25 and commercial drylime, slaked at site or pre-slaked withCaO content not less than 50 per cent,flyash to conform to gradation as perClause 4.3 of IRC:SP:20, lime+flyashcontent ranging between 10 to 30 percent, the minimum un-confinedcompressive strength and CBR valueafter 28-days curing and 4-dayssoaking to be 0.75 MPa and 25 per centrespectively, all as specified in IRC:88including a lead upto 1000 m as perTechnical Specification Cluase 409.

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.Cost of flyash has not been considered as same will be available free of cost. Only carriage of flyash has been provided.

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3

4.14 410

Cum -- 483.60

4.15 410

Cum -- 589.00

4.16 410

Cum -- 512.30

Water Bound Macadam usingcrushed slag

Cement Bound Granular Material sub-base/base

Providing, laying, spreading andcompacting crushed slag to waterBound Macadam specification includingspreading in uniform thickness, handpacking rolling with smooth wheel roller80-100 kN in stages to proper gradeand camber, applying and broomingrequisite type of screening/bindingmaterials to fill up the interstees ofcrushed slag watering and compactingto the required density as per Clause405.3 and Technical SpecificationCluase 410.3.2.

Providing laying and spreadinggranulated blast furnace slag on aprepared sub-grade pulverising addingthe designed quantitity of cement to thespread granulated blast furnace slagmixing in place with rotavator gradingwith the mortar grader and compactingwith smooth wheel roller 80-100 kN atOMC to achieve the desired unconfinedcompressive strength and to form alayer of sub-base/base as per TechnicalSpecification Clauses 404.3 and410.4.2.

Construction of Sub-base/CourseUsing Crushed Slag as per Table400.19Construction of Sub-base by providingcrushed slag spreading in uniform layerwith motor grader on prepared surfacemixing by mix-in-place method withRotavator @ OMC, and compactingwith three wheel 80-100 kN static rollerto achieve the desired density completeas per Technical Specifications Cluase402.4 and 410.3.2

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.

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Note: (i)

(ii)

4.17 411

A) By mix-in-place method

(i) Cum -- 804.05

(ii) Cum -- 910.55

B) By mixing plant method

(i) Cum -- 998.10

(ii) Cum -- 1,011.10

4.18 412 Brick Soling

Sqm -- 260.75

4.19 413 Stone Set Pavement

Providing crushed run stone aggregategreading conforming to table 400.20depositing on a prepared surface byhauling vehicles, spreading and mixingwith a motor grader, watering andcompacting with a three wheel 80-100kN static roller as per TechnicalSpecification Clause 411 to form a layerof sub-base/base

Laying brick soling layer on preparedsub-grade with brick on end edgingaccording to lines, graded and cross-section shown on the drawing fillingjoints with sand and earth, spreading 25mm thick layer of earth over bricksoling, watering and rolliing the samewith three wheel road roller 80-100 kNas per Technical Specification Clause412

The exact quantity of cement shall beas per design

Granulated ballast slag will be availablefree of cost

With 37.5 mm maximumsize of aggregates

Crusher Run Macadam Base

With 53mm maximum sizeof aggregatesWith 37.5 mm maximumsize of aggregates

With 53 mm maximum sizeof aggregates

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Sqm -- 218.30Providing and laying stone setpavement on prepared surface with sub-base 100 mm thick compacted GranularSub-base as per Clause 401.4 andbase 75 mm thick compacted waterbound macadam grading 2 as perClause 405.3. The 150 mm thickhammer desired stones are laid in theherring one or stretched bond pattern.The stones are compacted into thebedding sand of 40 mm over the WBMbase bounded by edge stone usingsuitable compacting device. The gapsare filled with fine sand stone dust asper Technical Specification Clause413.4

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Rate Remarks

5.1 502 Prime Coat

(i) Low porosity

Sqm. -- 34.25

(ii) Medium porosity

Sqm. -- 42.10

(iii) High porosity

Sqm. -- 53.90

5.2 503 Tack Coat

(i) Sqm. -- 10.20

(ii) Sqm. -- 12.25

Chapter 5

BASES AND SURFACE COURSES (BITUMINOUS)

Description

Providing and applying primer coat withbitumen emulsion (SS-1) on preparedsurface of granular base includingcleaning of road surface and sprayingprimer at the rate of 0.70-1.0 kg/sqmusing mechanical means as perTechnical Specification Clause 502

Providing and applying primer coat withBitumen emulsion (SS-1) on preparedsurface of granular base includingcleaning of road surface and sprayingprimer at the rate of 0.90- 1.2 kg/sqmusing mechanical means as perTechnical Specification Clause 502.

Providing and applying primer coat withBitumen emulsion (SS-1) on preparedsurface of granular base includingcleaning of road surface and sprayingprimer at the rate of 1.2-1.5 kg/sqm usingmechanical means as per TechnicalSpecification Clause 502.

Providing and applying tack coat withBitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.20 to 0.25 kgper sqm on the prepared bituminoussurface cleaned with Hydraulic broom asper Technical Specification Clause 503.

Providing and applying tack coat withBitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 to 0.30 kgper sqm on the prepared dry and hungrybituminous surface cleaned withHydraulic broom as per TechnicalSpecification Clause 503.

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Rate RemarksDescription

(iii) Sqm. -- 12.25

(iv) Sqm. -- 14.30

Note: (i)

(ii)

5.3 504 Bituminous Macadam

Cum -- 5,882.75

Note: 1

2

3

Although the rollers are required only for 3hours as per norms of output, but the samehave to be available at site for six hours as thehot mix plant and paver will take six hours formixing and paving the output of 225 tconsidered in these analysis. To cater for theidle period of these rollers, their usage ratesmay be multiplied by a factor of 0.65.

Quantity of bitumen has been taken foranalysis purpose. The actual quantity willdepend upon job mix formula.Labour for traffic control, watch and ward andother miscellaneous duties at site, includingsundries have been included in administrativeoverheads of the contractor.

Providing and laying bituminous macadam withhot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed withbituminous binder, transported to site upto alead of 1000 m laid over a previously preparedsurface with paver finisher to the requiredgrade, level and alignment and rolled toachieve the desired compaction as perTechnical Specification Clause 504.

An output of 1750 sqm has been considered incase of tack coat which can be covered bybituminous courses on the same day.The use of cutback bitumen (Medium Curinggrade) as per IS:217 shall be restricted only forsites at sub-zero temperature or for emergencyapplications as directed by the Engineer.

Providing and applying tack coat withBitumen emulsion (RS-1) using emulsionpressure distributor at the rate of 0.30 to0.35 kg per sqm on the prepared non-bituminous surfaces (cement concretepavement) cleaned with Hydraulic broomas per Technical Specification Clause503.

Providing and applying tack coat withBitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 to 0.30 kgper sqm on the prepared granularsurfaces treated with primer & cleanedwith Hydraulic broom as per TechnicalSpecification Clause 503.

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4

5

5.4 505 Built-Up Spray Grout

(A) By Manual Means

Sqm -- 259.90

Sqm -- 263.30

(B) By Mechanical Means Sqm -- 236.80

Note:

5.5 506 Modified Penetration Macadam

(A) 50 mm thick Sqm -- 138.10

(B) 75 mm thick

Sqm -- 165.50

Sqm -- 167.70

5.6 507 Surface Dressing using Bituminous(Penetrations grade / modified bitumen)Binder

(I) Bitumen (S-90)

(II) Bitumen (S-65)

Construction of penetration macadam overprepared base by providing a layer ofcompacted crushed coarse aggregate usingchips spreader with alternate applications ofbituminous binder and key aggregates androlling with a three wheel 80-100 kN static rollerto achieve the desired degree of compaction asper Technical Specification Clause 506.

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

(I) Bitumen (S-90)

(II) Bitumen (S-65)

Providing, laying and rolling of built-up spraygrout layer over prepared base consisting of atwo layer composite construction of crushedcoarse aggregates using motor grader foraggregates. Key stone chips spreader may beused with application of bituminous binder aftereach layer, and with key aggregates placed ontop of the second layer to serve as a base,conforming to the line, grades and cross-section specified, the compacted layerthickness being 75 mm as per TechnicalSpecification Clause 505.

In case BM is laid over freshly laid tack coat,provision of Hydraulic broom and 2 mazdoorfor the same shall be detected as the samehas been included in the cost of tack coat.Analysis is based on 1000 m lead of mixedmaterial. Cost of additional cartage may beadded as per site requirements.

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(A) By Manual Means

(i) Nominal chipping size 13.2mm(I) Bitumen (S-90) Sqm -- 73.35

(II) Bitumen (S-65) Sqm -- 74.50

(III) Polymer Modified Bitumen Sqm -- 77.05

(IV) Crumb Rubber Modified Bitumen Sqm -- 76.90

(V) Natural Rubber Modified Bitumen Sqm -- 76.90

(ii) Nominal chipping size 9.5mm

(I) Bitumen (S-90) Sqm -- 65.10





(B) By Mechanical Means

(i) Nominal chipping size 13.2mm

(I) Bitumen (S-90) Sqm -- 65.25





(ii) Nominal chipping size 9.5mm

(I) Bitumen (S-90) Sqm -- 58.60


Providing and laying surface dressing aswearing course consisting of a layer ofbituminous binder laid on the prepared surface,followed by a cover of crushed stoneaggregates of specified size and rolling withthree wheel 80-100 kN static roller includingcleaning the road surface as per TechnicalSpecification Clause 507.

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5.7 507 Surface Dressing using Bitumen Emulsion

(A) By Manual Means

I: Nominal aggregate size 13.2 mm Sqm -- 79.25

II: Nominal chipping size 9.5 mm Sqm -- 72.40


I: Nominal chipping size 13.2 mm Sqm -- 71.95

II: Nominal chipping size 9.5 mm Sqm -- 66.55

Note:

5.8 507.2.5 Pre-coating Chips

(I) Bitumen (S-90) Cum -- 1,479.50

(II) Bitumen (S-65) Cum -- 1,497.60

5.9 508

Pre-coating of chips with 1 per cent of pavingbitumen by weight of chips in a suitable mixerduly heated to 160 degree C as per TechnicalSpecification Clause 507.2.5

20mm thick Open-Graded Premix Carpetusing Bituminous (penetrationgrade/modified bitumen) Binder

Where the proposed aggregate fails to pass the stripping valuetest, an approved adhesion agent may be added to the binderas per Clause 507.24. Alternatively, chips may be pre-coated asper Clause 507.25.

Providing and laying surface dressing aswearing course consisting of a layer of bitumenemulsion laid on the prepared surface, followedby a cover of crushed stone chippings ofspecified size and rolling with 80-100 kN rollerincluding cleaning the road surface as perTechnical Specification Clause 507.

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By Manual Means

(I) Bitumen (S-90) Sqm -- 125.20

(II) Bitumen (S-65) Sqm -- 126.80




By Mechanical Means

(I) Bitumen (S-90) Sqm -- 118.20

(II) Bitumen (S-65) Sqm -- 119.85




5.10 508.2 Sqm -- 108.10

5.11 509 Mix Seal Surfacing

20 mm thick Open Graded Premix Carpetusing Bitumen Emulsion as per TechnicalSpecification Clause 508.2

Providing, laying and rolling of close-gradedpremix surfacing material of 20 mm thicknesscomposed of 11.2 mm to 0.9 mm (Type-A) or13.2 mm to 0.9 mm (Type-B) aggregates usingpenetration grade bitumen to required line,grade and level to serve as wearing course ona previously prepared base, including mixing ina suitable plant, laying and rolling with a threewheel 8-10 kN static roller and finishing torequired level and grades as per TechnicalSpecification Clause 509

Providing, laying and rolling of open-gradedpremix carpet of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either usingpenetration grade bitumen or emulsion torequired line, grade and level to serve aswearing course on a previously prepared base,including mixing in a suitable plant, laying androlling with a three wheel 80-100 kN static rollercapacity, finished to required level and gradesto be followed by seal coat of either Type A orType B or Type C as per TechnicalSpecification Clause 508.

73

Sr.No.

Reference of MORD


RateThrough


(A) By Manual Means

(i) Type A

(I) Bitumen (S-90) Sqm -- 180.05

(II) Bitumen (S-65) Sqm -- 182.55




(ii) Type B

(I) Bitumen (S-90) Sqm -- 164.10

(II) Bitumen (S-65) Sqm -- 166.25





(i) Type A

(I) Bitumen (S-90) Sqm -- 161.20

(II) Bitumen (S-65) Sqm -- 163.70




(ii) Type B

(I) Bitumen (S-90) Sqm -- 145.30

(II) Bitumen (S-65) Sqm -- 147.45




5.12 510 Seal Coat

74

Sr.No.

Reference of MORD


RateThrough


A. By Manual Means

I : Type A

(I) Bitumen (S-90) Sqm -- 62.90





II : Type B

(I) Bitumen (S-90) Sqm -- 47.30





III : Type C

(I) Bitumen (S-90) Sqm -- 46.70(II) Bitumen (S-65) Sqm -- 47.45


(IV) Crumb Rubber Modified Bitumen Sqm -- 49.00(V) Natural Rubber Modified Bitumen Sqm -- 49.00

Note:

B. By Mechanical Means I : Type A(I) Bitumen (S-90) Sqm -- 62.90(II) Bitumen (S-65) Sqm -- 64.00(III) Polymer Modified Bitumen Sqm -- 66.55



Note:

Providing and laying seal coat sealing the voidsin a bituminous surface laid to the specifiedlevels, grade and cross fall using Type A, TypeB and Type C as per Technical SpecificationClause 510

Since seal coat is provided immediately over the bituminouslayers, hydraulic broom for cleaning has not been catered.

Since seal coat is provided immediately over the bituminouslayers, Hydraulic broom for cleaning has not been catered.

75

Sr.No.

Reference of MORD


RateThrough


510 II : Type B

(I) Bitumen (S-90) Sqm -- 45.90

(II) Bitumen (S-65) Sqm -- 46.70(III) Polymer Modified Bitumen Sqm -- 48.40



Note:

III : Type C

(I) Bitumen (S-90) Sqm -- 45.30(II) Bitumen (S-65) Sqm -- 46.10

(III) Polymer Modified Bitumen Sqm -- 47.75(IV) Crumb Rubber Modified Bitumen Sqm -- 47.60(V) Natural Rubber Modified Bitumen Sqm -- 47.65

Note:

5.13 511

(i) Cum 176.20 575.50

(ii) Cum 220.25 619.55

(iii) Cum 264.30 663.60

Note: In case for supply of aggregates at site are not available,nearest crusher site may be ascertained. Loading and unloadingcharges and cost of carriage may be added to these rates toarrive at the cost at site.

Supply of Stone Aggregates for PavementCourses

Supply of quarried stone and hand breakinginto coarse aggregate to Grading 1 (90 mm to45 mm) as per Table 400.8 of TechnicalSpecifications.Supply of quarried stone and hand breakinginto coarse aggregate to Grading 2 (63 mm to45 mm) as per Table 400.8 of TechnicalSpecifications.Supply of quarried stone and hand breakinginto coarse aggregate to Grading 3 (53 mm to22.4 mm) as per Table 400.8 of TechnicalSpecifications.

Supply of stone aggregates from approvedsources conforming to the physicalrequirement, specified in the respectiveclauses, including royalties, fees rents,collection, transportation, stacking and testingand measured in cum as per Clause 511.5.

Since seal coat is provided immediately over the bituminouslayers, Hydraulic broom for cleaning has not been catered.

Since seal coat is required to be provided over the premix carpeton the same day, out of the 6 working hours of the HMP, 4.00hours are proposed to be utilised for the premix carpet and thebalance 2.00 hours have been considered for this case.

76

Sr.No.

Reference to MORD


Rate Through

Rate Remarks

6.1 400

Cum -- 765.65 6.2 400

Cum -- 622.00

6.3 1500 & 400

(A)

Cum -- 957.75

(B)Cum -- 894.55

6.4 1500

Rate as per item No.4.5 of Chapter 4

By Manual Means

Water Bound Macadam (WBM) -Sub-base

Cement Concrete Pavement

Lime Treated SoilAs item No.4.1 of Chapter 4

As per item No.4.7 ofChapter 4

By Mechnical MeansAs per item No.4.7 ofChapter 4

Chapter 6

CEMENT CONCRETE PAVEMENT

Description

Granual Sub-base

78

Sr.No.

Reference to MORD


Rate Through


(A) Cum 353.50 4,526.40

6.5 1500 Roller Compacted Concrete Pavement

Construction of un-reinforced, dowel jointed atexpansion and constructionjoint only, plain cementconcrete pavement,thickness as per design,over a prepared sub base,with 43 grade cement or anyother type as per Clause1501.2.2 M30 (Grade),coarse and fine aggregatesconforming to IS:383,maximum size of coarseaggregate not exceeding 25mm, mixed in a concretemixer of not less than 0.2cum capacity andappropriate weigh batcherusing approved mix design,laid in approved fixed sideformwork (steel channel,laying and fixing of 125micron thick polythene film,wedges, steel platesincluding levelling the

79

Sr.No.

Reference to MORD


Rate Through


Cum 322.30 3,441.45

Note:

6.6 1500

Sqm 67.55 363.35

Note: i.

ii.

Construction of Roller CompactedConcrete Pavement (RCCP) withcoarse and fine aggregatesconforming to IS:383, the size ofcoarse aggregate not exceeding25 mm with minimum aggregatecement ratio of 5:1 mm and withminimum cemnt content of 310 kgper cum, aggregate gradation tobe as per Table 602.2 afterblending, mixing in concrete mixerat optimum moisture content,transporting to site, laying withwheel barrows or steel pans orwith mechanical paver,compacting with 80-100 kNsmooth wheel, tandem vibratoryroller, to achieve, the designedflexural strength, finishing andcuring as per drawings andTechnical Specification Clause1502

In case curing compound is usedin places where there is scarcity ofwater, the water curing will beused for 4-days and rate analysiswill be amended accordingly

Rectangular Concrete BlockPavementManufacturing, laying of cementconcrete blocks of size 0.450 m x0.300 m x 0.15 m of CementConcrete (C.C.) M30 garde andspreading 25 mm thick sand underneath and filling joints with sand onexisting W.B.M. base as perTechnical Specification Clause1503.

When curing compound is used 4-days water curingwill be done

Carriage of C.C. block to site of ispayable seperately as per Chapterof carriage of material frommanufacturing site to the site ofwork.

80

Sr.No.

Reference to MORD


Rate Through


6.7 1500

(1) Sqm 18.10 589.10

(2) Sqm 15.95 493.25

Note: i.

ii.

iii.

6.8 cum -- 341.70

Providing and Laying ofInterlocking Concrete BlockPavements having thickness80 mm as per drawings andTechnical SpecificationClause 1504.

Interlocking Concrete BlockPavement

Carriage of interlocking blocks ispayable seperately as per Chapterof carriage of material frommanufacturing site to the site ofwork.

Add extra over item of cementconcrete flooring/ payments forsupply and application ofsynthetic fibre (Polyetster 12mmRecron 3 S or equivalent)properly mixed with sand /cement /aggregates / admixtureincluding laying of floortrowelling and finishing (in doseof 125 gms per 50 kg of cementi.e. 0.25 per cent by weight ofcement in ration as specified bymanufacturer's specification oras directed by the Engineer-in-Charge

The rates for sub-grade, sub-baseand base course can be takenfrom Chapters 3 and 4

Providing and Laying ofInterlocking Concrete BlcokPavements having thickness60 mm as per drawing andTechnical SpecificationClause 1504

Edge blocks may be cast-in-situ.Brick masonry toe wall or CCblock 300 mm x 300 mm x 150mm or any other shape can alsobe used and their cost shall beanalysed/included accordingly

81

Sr.No.

Reference toMORD


RateThrough

Rate

Remarks

7.1 1400, 300, 600 700 & 800

(i)

cum 128.15 128.15

(ii)

cum 346.10 2,997.70

(iii)

cum 551.80 3,221.45

(iv)

cum 822.55 2,503.00

(v)

m 23.80 223.00

7.2 300

cum -- 47.45

7.3 400

cum -- 765.65

7.4 400

cum -- 894.55

7.5 1500

Stone masonry in cement mortar1:4Rate as per item No.11.6 (ii) ofChapter 11Providing P.C.C M20 architecturalcoping on top of wall

Rate as per item No.12.17 ofChapter 12

Brick masonry in cement mortar1:4

Rate as per item No.11.5 (ii) ofChapter 11

Plain cement concrete M15 grade

Preparation of Subgrade

Rate as per item No.3.15(ii) of Chapter 3

Granular Sub-base


W.B.M. Base Course


Cement Concrete Slab

Rate as per item No.11.4 (ii) ofChapter 11

Chapter 7

CAUSEWAY AND SUBMERSIBLE BRIDGES

Description

Earthwork in excavation forstructures as per drawing andtechnical specification Clause

Construction of Cut-off Walls/Head Walls


83

Sr.No.

Reference toMORD


RateThrough

Rate

Remarks Description

cum 353.50 4,525.70

7.6 1400 & 1300 (i)

cum 210.10 665.50

(ii)

cum 125.15 1,458.40

(iii)

cum 353.00 3,057.65

7.7 1400 & 1600

(i)

Cum 128.15 128.15

(ii)

Cum 346.10 2,997.70

(iii) Tonne 1,444.60 64,210.60

(iv)

Sqm 21.40 60.45

Rate as on item No.11.1(I)

Rate as per item No.14.2 ofChapter 14Providing and Laying of Apronwith Cement Concrete Blocksas per Drawing and TechnicalSpecification Clause 1301



Providing and Laying Apronwith Stone Boulders as perDrawings & TechnicalSpecification Clause 1301

Rate as item No.11.4(ii)(I)

HYSD Steel bars

Painting two coats i/c primecoat on new concrete surface

Rate as item No.10.5

Guide Posts

Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6

Earth work in Excavation for structure

RCC M-15 grade


Providing and Laying ofBoulder Apron Laid in WireCrates as per Drawing andTechnnical SpecificationClause 1301

84

Sr.No.

Reference toMORD


RateThrough

Rate

Remarks Description

7.8 1400, 1100 & 800

(i)

As per item No.9.2 of Chapter 9 cum 346.10 2,997.70

(ii)

As per item No.9.2 of Chapter 9 cum 47.75 522.95

7.9 1400 & 1100

As per item No.9.5 (B) of Chapter 9 m 47.90 3,703.50

7.10 1400 & 1100

As per item No. 9.6 (B) of Chapter 9 m 47.90 3,945.50

7.11 1400 & 1100

As per item No.9.3 (B) of Chapter 9 m 47.90 2,275.65

Laying Reinforced Cement ConcretePipe NP4 as per technicalspecification Clause 1402.6

Laying Reinforced Cement ConcretePipe NP3 as per drawing andtechnical specification Clause 1402.6

Bedding for Causeway

Type A (concrete cradle)Bedding Clause 1402.5

Type B (first class) BeddingClause 1402.5

Laying Reinforced Cement ConcretePipe NP2 as per technicalspecification Clause 1402.6

85

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks

8.1 200 Site Clearance Rate taken from Chapter 2

8.2 1600 Setting Out

(1) Each 1,346.15 3,753.10

(2) Each 5,261.60 14,871.60

(3) Each 131.40 370.30

Note: (i)

(ii)

8.3 1600 & 300 Earth work in Hill Road

(i)

Construction of referencepillars as per Fig. 1600.1 (b)as per drawing andTechnical SpecificationClause 1602.1

Construction of back piller asper Fig. 1600.1( c) as perdrawing and TechnicalSpecification Clause 1602.3

Construction of Job pillers asper Fig. 1600.1 (d) andTechnical SpecificationClause 1602.4

Excavation in Hilly Areasin Soil by manual means.

The dimensions of referencepillars, back pillars and job pillarsare as per figure/site conditions.The above items are coveredunder different Chapters of MORDSpecifications for payment.

The marking of centre line, settingout, curves, recording of levels,etc. by the surveyor will beincidental to work and no extrapayment shall be made for thesame.

Chapter 8

HILL ROADS

Description

87

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

A) Cum 73.40 --

B) Cum 7.80 --

(ii)

A) Cum 11.30 84.95

B) Cum 7.80 --

(iii) Excavation in Hilly Area inOrdinary Rock by manualmeans

Excavation in soil inHilly Area by manualmeans including cuttingand trimming of sideslopes and disposing ofexcavated earth with alift upto 1.5 m and alead upto 20 m as perdrawing and TechnicalSpecification Clause1603.1

Extra for EveryAdditional Lift of 1.5 mor Part thereof

Excavation in soil inHilly Area bymechanical meansincluding cutting andtrimming of side slopesand disposing ofexcavated earth with alift upto 1.5 m and alead upto 20 m as perTechnical SpecificationClause 1603.1

Excavation in Hilly Areasin Soil by mechanicalmeans


88

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

A) Cum 161.50 --

B) Cum 12.15 --

Note: (i)

(ii)

(iii)

(iv)

Cum 22.20 134.45 Excavation in hilly area inordinary rock not requiringblasting by mechanicalmeans including cutting andtrimming of slopes anddisposal of cut material witha lift upto 1.5 m and leadupto 20 m as per Clause1603.2.

Excavation in ordinaryrock using manualmeans includingloading in a truck andcarrying of excavatedmaterial toembankment site with alift upto 1.5 m and leadupto 20 m as perClause 1603.2.


Excavation in Hilly Areasin Ordinary Rock bymechanical means notrequiring blasting

In case the land on the valley sideis barren and there is no objectionfor disposing of excavated earthon the valley side, the provision offront end loader and tipper shallbe deleted as excavated earthshall be disposed off on the valleyside.

For disposal of excavated surplusearth beyond 20 m, the relevantitems of carriage be followed

In case, alternative machine likehydraulic excavator 0.9 cumbucket capacity is necessitedbecause of site conditions, thesame can be used.

89

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

Note: (i)

(ii)

(v)

A) Cum 31.60 212.55

B) Cum 15.25 --

Note: (1)

(2)

In case the land on the valley sideis barren and there is no objectionfor disposing of excavated earthon the valley side, the provision offront end loader and tipper shallbe deleted as excavated earthshall be disposed off on the valleyside.In case, alternative machine likehydraulic excavator 0.9 cumbucket capacity is necessitedbecause of site conditions, thesame can be used.

Excavation in Hilly Areasin Hard Rock requiringblasting

Excavation in hillyareas in hard rockrequiring blasting, bymechanical means, liftupto 1.5 m anddisposal of excavatedrock upto a lead of 20m as per Clause1603.2.Extra for EveryAdditional Lift of 1.5 mor Part thereof

In case the land on the valley sideis barren and there is no objectionfor disposing of excavated earthon the valley side, the provision offront end loader and tipper shallbe deleted as excavated earthshall be disposed off on the valleyside.

In case of hill roads, the altitudeeffect comes into play. The outputof men and machines decreasesprogressively after 2100 melevation leading to increase incost. High altitude effect has beenexplained in the basic approach.

90

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

(3)

8.4 1600, 600 & 700

(i)

cum 128.15 128.15

(ii)

cum 346.10 2,928.35

(iii)

Cum 729.05 2,219.30

(iv)

sqm 25.80 36.95

(v)

Metre 23.80 223.00

(vi)

cum 167.90 563.90

(vii)

Stone masonry in cementmortar 1:5

Rate as per item No.12.7 (i)(III)of Chapter 12

Pointing with cementmortar 1:3Rate as per item No.12.2 ofChapter 12


Rate as per item No. 12.15of Chapter 12Back filling behindretaining wall/breast wall

Filter material behindretaining wall / breast wallas per Specification1204.3.8 in a width of 600m

Construction of retainingwalls/breast walls in cementmortar 1:5 as per drawing andtechnical specifications Clause1604

Providing P.C.C. M 20architectural coping on topof retaining wall/breastwall

Retaining Walls / Breast Walls

Earthwork in excavationfor structures

Rate as per item No.11.1 ofChapter 11Plain cement concrete M10 grade


The arrangement for igniting thedetonator is covered underoverheads

91

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

cum 164.50 481.30

Note: 1

2

8.5 1600, 700, 300 & 800

Construction of Hill Side Drain

(i)

Cum 128.15 128.15

(ii)

Cum 346.10 2,928.35

(iii)

Cum 729.05 2,219.30

(iv)

Cum 346.10 2,997.70

(v)

Sqm 35.30 104.25

Plain cement concrete M10gradeRate as per item No.11.4 (I)(ii) of Chapter 11Stone masonry in cementmortar 1:5Rate as per item No.12.7 (III)(iii) of Chapter 12

Rate as per item No. 12.14of Chapter 12

Quantities of material/work shallbe as per design and drawings

Earth work in excavation may betaken as per site conditions. Itmay comprise of a number of sub-items depending upon the type ofsoil/rock encountered.

Construction of hill side drain inaccordance with the requirementof specifications true to lines andgrades. Dimesions and otherparticulars as per drawing andTechnical Specification Clause1606.1

Cement plaster 15 mmthick 1:4 on stonemasonryRate as per item No.12.3 ofChapter 12

Earthwork in excavationfor structures as perdrawing and technicalspecificationRate as per item No.11.1 ofChapter 11

Plain cement concrete M15gradeRate as per item No.11.4 (II)(i) of Chapter 11

92

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

(vi)

Metre 23.80 223.00

Note: 1

2

8.6 1600, 300,700 & 800

(i)

Cum 128.15 128.15

(ii)

Cum 346.10 2,928.35

(iii)

Cum 729.05 2,219.30

(iv)

Cum 346.10 2,997.70

(v)

Construction of catchwater/intercepting drain in randomrubble masonry in 1:5 cementmortar true to the specified linesgrades levels and dimensions asper the requirement of thespecifications Clause 1606.2

Rate as per item No.12.7 (III)(iii) of Chapter 12

Plain cement concrete M15gradeRate as per item No.11.4 (II)(i) of Chapter 11

Stone masonry in cementmortor 1:5



Earth work in excavation may betaken as per site conditions. Itmay comprise of a number of sub-items depending upon the type ofsoil/rock encountered.

Providing P.C.C. M20architectural coping on top

Earthwork in excavationfor structures as perdrawing and technicalspecification

Cement plaster 15 mmthick 1:4 on stonemasonry

Construction of Catch Water /Intercepting Drain


Plain cement concrete M10gradeRate as per item No.11.4 (I)(ii) of Chapter 11

93

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

Sqm 35.30 104.25

(vi)

Metre 23.80 223.00

Note: 1

2

8.7 1600, 300 & 700 Construction of Scupper

(i) Metre 2,456.20 2,456.20

(ii) Metre 3,048.80 6,650.60

(iii) Metre 491.30 24,721.50

(iv) Metre 73.40 799.40

Note: 1

2

3

Rate as per item No. 12.3 ofChapter 12


Random rubble dry stonemasonry

Random course rubble drystone masonry in corbelling

Quantities of parapet are notincluded in the quantities ofscupper.The above analysis is based onplate No.7.27 of Rural RoadsManual.

Rates for earth work are to betaken appropriate to the type ofsoil/rock

Stone filling in foundationtrenches as per drawing andtechnical specification

Earthwork in excavation forstructures as per drawingand technical specifications

Construction of scupper with dry stone masonry as per drawing and technical specifications as per Clause 1606.5.

Earth work in excavation may betaken as per site conditions. Itmay comprise of a number of sub-items depending upon the type of

il/ k t d

Providing P.C.C. M 20architectural coping on topof wall


94

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

8.8 1400, 1700 & 800

(i)

Cum 128.15 128.15

(ii) RCC M15 grade

Cum 346.10 2,997.70

(iii) HYSD steel bars

Tonne 1,444.60 64,210.60

(iv)

Sqm 21.40 60.45

Note: Quantities are to be taken as per drawing

8.9 1600 Metre 27.10 113.80

8.10 1600 & 309 Turfing with Sods

Sqm 5.90 38.10

8.11 1600 & 300 Seeding and Mulching

Earth work in excavationfor structures

Construction of RCC guideposts of 250 mm dia M15 gradecast-in-situ with 20 mm nominalsize aggregate, true to line andgrade, tolerance of vertical RCCposts not to exceed 1 in 500 asper drawing and TechnicalSpecification Clause 1608.2

Furnishing and laying of the livesods of perennial turf forminggrass on embankment slope,verges or other locations shown onthe drawing or as directed by theEngineer including preparation ofground, stacking the sods andwatering as per Clause 309

Painting two coatsincluding prime coat onnew concrete surface

Providing edge stones on valleyside of formation as per drawingand Technical SpecificationClause 1608.2.6

Rate as per itemNo.11.1(I)or(II)or(III)or(IV)or(V)

Rate as per item No.11.4-II(I)or(II)

Rate as per item No.12.9

Rate as per item No.10.5

95

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

Sqm 9.20 146.65

8.12 Sqm 0.45 0.45

8.13 Sqm -- 0.55

8.14 Cum 71.80 484.20

Preparation of seed bed onpreviously laid top soil, furnishingand placing of seeds, fertilizer,multching material, applyingbituminous emulsion at the rate of0.23 l per sqm and laying andfixing jute netting, includingwatering for 3 months all as perClause 310.Preparation of sub grade bydressing to combor (Earth workfor the cutting involved for sub-grade to be paid for separatelydepending upon theclassification of soil completedas per HP.PWD specifications.

Consolidation of sub grade withroad roller including makinggood the undulation etc. withearth or quarry soil etc. andrerolling the sub-gradecompleted as per HP.PWDspecificationsStone soling properly hand-packed filling interstices withspalls and consolidating withpower road roller to therequested gradient and comberincluding spreading wateringand rolling of binding materialsmoorum or earth etc. completeas per HP.PWD specification.100 mm spread thickness(finished work includingmaterials and labour)

96

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

8.15 Cum 71.80 478.00

8.16 Per Runni

ng Metre

9.70 61.60

8.17 Per Runni

ng Metre

15.70 86.90

8.18 Per Runni

ng Metre

18.70 78.60

8.19 Per Runni

ng Metre

25.90 115.20

Stone soling properly hand-packed filling interstices withKharanja stone andconsolidating with power roadroller to the requested gradientand comber including spreadingwatering and rolling of bindingmaterials moorum or earth etc.complete as per HP.PWDspecification. 100 mm spreadthickness (finished workincluding materials and labour)

Providing dry stone Kharanjadrain 45 cm wide complete with25 cm side stone complete asper HP.PWD specification

Providing dry stone Kharanjadrain 45 cm wide including 25cm side stone laid in cementmorrte 1:6 (1 cement: 6 sand)complete as per HP.PWDspecification Providing dry stone Kharanjadrain 60 cm wide complete with25 cm side as per HP.PWDspecification Providing dry stone Kharanjadrain 60 cm wide including 25cm side stone laid in cementmorrte 1:6 (1 cement: 6 sand)complete as per HP.PWDspecification

97

Sr.No.

Reference toMORD


RateThrough

Rate Remarks

9.1 1100 & 300 Excavation for Structures

Cum 128.15 128.15 Rate asapplicable for the typeof soil/rockare to betaken

9.2 1100 & 800 Bedding for Pipe

(i)

Cum 346.10 2,997.70

(ii) Type B (First Class) Bedding

Cum 47.75 522.95

9.3 11100 Providing and laying reinforcedcement concrete pipe NP2 as perdesign in single Row.

Laying concrete cradlebedding with M.15 GradeCement concrete as perclause 1105(I)

Rate as per item No.11.4(II)

Rate as item No.11.2(I)or(II)

Type A (Concrete Cradle)Bedding

Chapter 9

PIPE CULVERTS

Description

Earthwork in excavation forfoundation of structures upto 3 mdepth as per drawing and technicalspecification Clause 1104 includdingsetting out, construction of shoringand bracing, removal of stumps andother deleterious matter, dressing ofsides and bottom and backfilling withapproved material.

Laying (Ist class) bedding onwall compacted sandmoorum or approvedgranular material as perclause 1105(ii)

99

Sr.No.

Reference toMORD


RateThrough


A Metre 76.15 3,013.70

B 1000mm dia Metre 47.70 2,275.70

C 900mm dia Metre 38.25 1,975.70

D 750mm dia Metre 28.65 1,254.05

E 600mm dia Metre 22.90 933.70 9.4 1100

A Metre 182.80 6,058.40

B Metre 114.95 4,569.70

C Metre 92.00 3,966.90

D Metre 57.50 2,507.90

E Metre 47.50 1,868.70

9.5 1100

900mm dia

750mmdia

600mm dia

1200mm dia

Providing and laying reinforcedcement concrete pipe NP2 forculverts on first class bedding ofgranular material in single rowincluding fixing collar with cementmortar 1:2 but excluding excavation,protection work, back filling, concreteand masonary work in head wallsand parapets clause 1108.

Providing and layingreinforced cement concretepipe NP2 for culverts on firstclass bedding of granularmaterial in double rowincluding fixing collar withcement mortar 1:2 butexcluding excavation,protection work, back filling,concrete and masonary workin head walls and parapetsclause 1106.

1200mmdia

1000mm dia

Providing and Laying ReinforcedCement Concrete Pipe NP3 as perdesign in Single Row

100

Sr.No.

Reference toMORD


RateThrough


A 1200 mm dia Metre 76.15 4,005.90

B 1000 mm dia Metre 47.90 3,703.50

C 900mm dia Metre 38.25 3,088.90

D 750 mm dia Metre 28.65 2,312.80

E Metre 22.90 1,792.80

9.6 1100

A 1200 mm dia Metre 76.15 4,731.90

B 1000 mm dia Metre 47.90 3,945.50

C 900mm dia Metre 38.25 3,572.90

D 750mm dia Metre 28.65 2,948.05

E 600 mm dia Metre 22.90 2,458.10

9.7 1100

600mm dia

Providing and Laying ReinforcedCement Concrete Pipe NP3 as perDesign in Double Row

Providing and Laying ReinforcedCement Concrete Pipe NP4 as perdesign in Single Row

Providing and laying reinforcedcement concrete pipe NP4 forculverts on first class bedding ofgranular material in single rowincluding fixing collar with cementmortar 1:2 but excluding excavation,protection works, backfilling, concreteand masonry works in head walls andparapets Clause 1106.

Providing and laying reinforcedcement concrete pipe NP3 forculverts on first class bedding ofgranular material in single rowincluding fixing collar with cementmortar 1:2 but excluding excavation,protection works, backfilling, concreteand masonry works in head walls andparapets Clause 1106.

101

Sr.No.

Reference toMORD


RateThrough


A 1200 mm dia Metre 182.80 8,042.80

B 1000 mm dia Metre 114.95 7,426.25

C 900mm dia Metre 92.00 6,193.35

D 750mm dia Metre 57.50 4,625.40

E 600mm dia Metre 47.50 3,586.90

9.8 1100

A 1200 mm dia Metre 182.80 9,494.80

B 1000 mm dia Metre 114.95 7,910.25

C 900 mm dia Metre 92.00 7,161.30

D 750mmdia Metre 57.50 5,895.90

E Metre 47.50 4,917.90

Providing and Laying ReinforcedCement Concrete Pipe NP4 as perDesign in Double Row

Providing and laying reinforcedcement concrete pipe NP4 forculverts on first class bedding ofgranular material in double rowincluding fixing collar with cementmortar 1:2 but excluding excavation,protection works, backfilling, concreteand masonry works in head walls andparapets as per Clause 1106.

600mm dia

Providing and laying reinforcedcement concrete pipe NP3 forculverts on first class bedding ofgranular material in double rowincluding fixing collar with cementmortar 1:2 but excluding excavation,protection works, backfilling, concreteand masonry works in head walls andparapets as per Clause 1106.

102

Sr.No.

Reference toMORD


RateThrough


9.9 1100

A Metre 21.45 756.30

B Metre 17.20 510.10

9.10 1100

A Metre 21.45 1,482.30

B Metre 17.20 873.10

9.11 1100

(A) Metre 21.45 2,087.30

(B) Metre 17.20 1,236.10

9.12 1100 & 800

300mm dia

Plain Cement Concrete M10 (1:3:6nominal mix) in levelling coursebelow open foundation of Headwalls as per drawings & TechnicalSpecification Clause 1109

Laying Cement Concrete Pipe NP2(burried conduits) on first classbedding of granular materialincluding fixing collar with cementsand mortar 1:2 but excludingexcavation, protection works,backfilling, concrete and masonarywork in head wall and parapets


500 mm dia

300mm dia


500 mm dia

300mm dia

500 mm dia

103

Sr.No.

Reference toMORD


RateThrough


Cum 346.10 2,928.35

9.13 1100 & 600

(A)

cum 551.80 3,221.45

(B)

cum 627.80 3,629.10

9.14 1100 & 700

(A)

cum 756.10 2,338.00

(B)

cum 859.30 2,898.55

9.15 1100 & 600

10 sqm 258.10 369.50

9.16 1100 & 600

10 sqm 352.80 1,042.50

Rate as per item No.11.5 (iii)Chapter 11

In 1:4 cement mortar

Rate as per item No.11.6 (II) (ii)Chapter 11In cement-lime mortar(1:0.5:4.5)Rate as per item No.11.6 (II)(vi) Chapter 11

Rate as per item No.12.2 of Chapter12

Rate as per item No.12.3 of Chapter12

Brick Masonry in 1:4 cementmortarRate as per item No.11.5 (ii)Chapter 11Brick Masonry in cement-lime mortar (1:0.5:4.5)

Brick Masonry Work in cementmortar in foundation of Head wallscomplete exculding pointing andplastering as per drawing andtechnical specification Clause1109

Stone Masonry Work in cementmortar in foundation of Head wallscomplete as per drawing andtechnical specification Clasue1109

Pointing with Cement Mortar (1:3)on brickwork as per technicalspecification Clause 613.3

Plastering with Cement Mortar(1:4), 15 mm thick on brickwork insubstructure as per technicalspecification

Rate as per item No.11.4-1(1)

104

Sr.No.

Reference toMORD


RateThrough


9.17 1100 & 300

cum 47.75 522.95

9.18 1100, 600, 700 & 1200

m 23.80 223.00Rate as per Item No.12.17 of Chapter12

Rate as per Item No.11.2 of Chapter11(I)&(II)

Providing PCC M20 ArchitecturalWall, return wall etc. complete asper drawing and technicalspecification Clause 6.15

Backfilling in Foundation Trenchesas per drawing and technicalspecification Clause 1108

105

Sr.No.

Reference toMORD


Rate

Through

Rate Remark

10.1 1700

i) Per.Cm height

per letter

0.30 0.40

ii) English and Roman

Per.Cm height

per letter

0.20 0.25

10.2 1700, 300, 800 Traffic Signs

A.

(1)

Chapter 10

TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES

Description

Printing new letter and figures ofany shade with synthetic enamelpaint black or any other approvedcolour to give an even shade asper drawings and TechnicalSpecification Clause 1701

Printing New Letters andFigures of any Shade

Hindi (Matras commas andthe like not to bemeasured and paid for.Half letters shall becounted as half only)

Hyphens, commas and thelike not to be measured andpaid for.

Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3 fixed overaluminium sheeting, 1.5 mmthick supported on a mildsteel angle iron post 75 mmx 75 mm x 6 mm firmly fixedto the ground by means ofproperly designedfoundation with M15 gradecement concrete 450 mm x450 mm x 600 mm, 600 mmbelow ground level as perdrawings and TechnicalSpecification Clause 801

Retro-reflectorised TrafficSigns

107

Sr.No.

Reference toMORD


Rate

Through

Rate Remark Description

i) 900 mmequilateral triangle

Each 114.35 1,902.40

ii) 600 mmequilateral triangle

Each 114.35 1,860.20

iii) 600 mm circular Each 114.35 1,887.85

iv) 800 mm x 600mm rectangular

Each 114.35 1,930.75

v) 600 mm x 450mm rectangular

Each 114.35 1,885.00

vi) 600 mm x 600mm square

Each 114.35 1,904.60

vii) 900 mm sideoctagon

Each 114.35 1,972.55

(2)


Each 96.50 1,474.90


Each 96.50 1,432.70

iii) 600 mm circular Each 96.50 1,398.75iv) 800 mm x 600

mm rectangularEach 96.50 1,503.25

Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 1.5 mmthick supported on GI pipe50 mm dia firmly fixed to theground by means of properlydesigned foundation with M-15 grade cement concrete450 mm x 450 mm x 600mm, 600 mm below groundlevel as per drawings andTechnical SpecificationClause 1701

108

Sr.No.

Reference toMORD


Rate

Through



Each 96.50 1,457.50


Each 96.50 1,477.10

vii) 900 mm sidesoctagon

Each 96.50 1,545.05

(3)


Each 135.15 1,213.25


Each 135.15 1,171.00



Each 135.15 1,241.60


Each 135.15 1,195.85


Each 135.15 1,215.45

vii) 900 mm sidesoctagon

Each 135.15 1,283.40

Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 1.5 mmthick supported on RCCPost 100 mm x 100 mmfirmly fixed to the ground bymeans of properly designedfoundation with M15 gradecement concrete 450 mm x450 mm x 600 mm, 600 mmbelow ground level as perapproved drawing Clause1701

109

Sr.No.

Reference toMORD


Rate

Through


Note: 1

2

3

B.

Providing and fixing of semireflective cautionary,mandatory and informatorysign board as per IRC:67made of 1.5 mm thick MSSheet duly stove whitecolour in front and graycolour on back with redreflective border of 65 mmwidth and required lettersand figures with reflectivetape engineering grade asper Clause 1701.3.9 ofMORD for Rural Roads ofrequired shade and coloursupported and welded on47mm x 47 mm x 12 SWGsheet tube firmly fixed to theground by mean of properlydesigned foundations with M-15 grade cement concrete450x450x600 mm, 600 mmbelow ground level as perapproved drawing Clause1701.2.2

Any one area of aluminiumsheeting given at (i) to (vii) maybe adopted as per siterequirement and in accordancewith IRC:67.The rate for excavation, cementconcrete M-15, RCC M-15 in Sub-structure, steel re-inforcementand painting may be taken fromrespective Chapters.

The depth of foundation andquantity of cement concrete in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities likein coastal areas. This isapplicable to all road signs anddirections boards.

Semi Reflective TrafficSigns

110

Sr.No.

Reference toMORD


Rate

Through


i) 900 mmequilateral &triangle

Each 105.75 1,696.40

ii) 600 mmequilateral &triangle

Each 105.75 1,541.50



Each 105.75 1,800.25


Each 105.75 1,632.50

vi) 600 mm x 600mm

Each 105.75 1,740.40

vii) 900 mm sideoctagon

Each 105.75 1,953.60

Note: 1

2

3

10.3 1700, 800 & 300

A. Retro-reflectorised TrafficSigns

Direction and PlaceIdentification signs upto 0.9sqm size board

Any one area of M.S. Sheet givenat (i) to (viii) may be adopted asper site requirement and inaccordance with IRC-67.

The rate for excavation, cementconcrete M-15, and painting maybe taken from respectiveChapters.

The depth of foundation andquantity of cement in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities like

111

Sr.No.

Reference toMORD


Rate

Through


(i) Sqm 127.05 2,247.90

(ii) sqm 107.20 1,334.30

Providing and erectingdirection and placeidentification retro-reflectorised sign as perIRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 2 mmthick with area notexceeding 0.9 sqmsupported on a mild steelsingle angle iron post 75 x75 x 6 mm firmly fixed to theground by means of properlydesigned foundation with M-15 grade cement concrete450 x 450 x 600 mm, 600mm below ground level asper approved drawing andTechnical SpecificationClause 1701

Providing and erectingdirection and placeidentification retro-reflectorised sign as perIRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 2 mmthick with area notexceeding 0.9 sqmsupported on 2 inch dia GIPipe firmly fixed to theground by means of properlydesigned foundation with M-15 grade cement concrete450 x 450 x 600 mm, 600mm below ground level asper approved drawing andTehnical SpecificationClause 1701.

112

Sr.No.

Reference toMORD


Rate

Through


(iii) Sqm 151.30 1,481.20

Note: 1

2

3

(B)

Providing and erectingdirection and placeidentification retro-reflectorised sign as perIRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 2 mmthick with area notexceeding 0.9 sqmsupported on RCC Post 100mm x 100 mm firmly fixed tothe ground by means ofproperly designedfoundation with M-15 gradecement concrete 450 x 450x 600 mm, 600 mm belowground level as perapproved drawing andTechnical SpecificationClause 1701

Lettering and arrow markings onsign board to be providedseparately as per actualrequirement. Rates for theseitems have been analysedseparately.

The rate for excavation, cementconcret M15, RCC M15 in Sub-structure, steel re-inforcementand painting may be taken fromrespective Chapters.The depth of foundation andquantity of cement concrete in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities likein coastal areas. This isapplicable to all road signs anddirections boards.

Direction and placeindentification signs up to0.9 sqm size board

Semi-reflective Traffic signs

113

Sr.No.

Reference toMORD


Rate

Through


Each 120.40 2,583.35

Note:

10.4 1700, 800 & 300

A. Retro-reflectorised TrafficSigns

Direction and PlaceIdentification signs with sizemore than 0.9 sqm size board

Rate for excavation, cement concrete M15 andpainting may be taken from respective Chapters.

Providing and erectingdirection and placeidentifications of semireflective sign boards as perIRC:67 made of 2 mm thickM.S. Sheet duly stoveenameled paint in whitecolour in front and greycolour on back with redreflective border of 70 mmwidth and requiredmessage, letters, figureswith reflective engineeringgrade tape as per MORDspecifications of requiredshade and colour.Supported and welded on47 mm x 47mm of 12 SWGSquare tube of 3050 mmheight duly strengthened by25 mm x 5 mm M/s flat ironon edges on back firmlyfixed to the ground bymeans of properly designedfoundations with M-15 gradecement concrete 450 mm x450 mm x 600 mm, 600 mmbelow ground level as perapproved drawing andTechnical SpecificationClause 1701

114

Sr.No.

Reference toMORD


Rate

Through


(i) Sqm 152.45 2,641.60

(ii) Sqm 128.60 2,071.60Providing and erectingdirection and placeidentification retro-reflectorised sign as perIRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 2 mmthick with area exceeding0.9 sqm supported on dia GIPipe firmly fixed to theground by means of properlydesigned foundation with M-15 grade cement concrete450 mm x 450 mm x 600mm, 600 mm below groundlevel as per approveddrawing and TechnicalSpecification Clause 1701

Providing and erectingdirection and placeidentification retro-\reflectorised sign as perIRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 2 mmthick with area exceeding0.9 sqm supported on mildsteel angle iron posts 75mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground bymeans of properly designedfoundation with M-15 gradecement concrete 450 mm x450 mm x 600 mm, 600 mmbelow ground level as perapproved drawing andTechnical SpecificationClause 1701

115

Sr.No.

Reference toMORD


Rate

Through


(iii) Sqm 182.10 1,724.70

Note: 1

2

3

B. Semi-Reflective TrafficsignsDirection and placeidentification signs morethan 0.90 sqm sign board

Providing and erectingdirection and placeidentification retro-reflectorised sign as perIRC:67 made ofencapsulated lens typereflective sheeting videClause 1701.2.3, fixed overaluminium sheeting, 2 mmthick with area exceeding0.9 sqm supported on RCCPosts 100 mm x 100 mmfirmly fixed to the ground bymeans of properly designedfoundation with M 15 gradecement concrete 450 mm x450 mm x 600 mm, 600 mmbelow ground level as perapproved drawing andTechnical SpecificationClause 1701

Lettering and arrow markings onsign boards to be providedseparately as per actualrequirement. Rates for theseitems have been analysedseparately.

The rate for excavation, cementconcrete M15, RCC M15 in Sub-structure, steel re-inforcementand painting may be taken fromrespective Chapters.

The depth of foundation andquantity of cement concrete in thefoundation are indicative. Thesemay be increased for areashaving higher wind velocities likein coastal areas. This isapplicable to all road signs anddirections boards.

116

Sr.No.

Reference toMORD


Rate

Through


Each 141.00 2,887.45

Note:

10.5 1700

Sqm 21.40 60.45

10.6 1700 Painting on Steel Surfaces

Painting Two Coats on NewConcrete Surfaces

Providing and erectingdirection and placeidentification of semireflective sign boards as perIRC-67 made of 2 mm thickM.S. Sheet duly stoveenameled paint white colourin front and grey colour onback with reflective border of70 mm width and requiredmessage, letters, figureswith reflective tape ofengineering grade as perMORD specifications ofrequired shade and colour.Supported and welded ontwo nos. 47 mm x 47 mm of12 SWG square tube of3050 mm height dulystrengthened by 25 mm x 5mm MS flat iron on edgeson back firmly fixed to theground by means of properlydesigned foundations with M-15 grade cement concrete450 mm x 450 mm x 600mm, 600 mm below groundlevel as per approveddrawing and TechnicalSpecification Clause 1701

Painting two coats includingprimer coat after filling the surfacewith synthetic enamel paint in allshades on new, plastered /concrete surfaces as per drawingand Technical SpecificationClause 1701

Rate for excavation cement concrete M15 andpainting may be taken from respective chapter

117

Sr.No.

Reference toMORD


Rate

Through


Sqm 19.95 56.20

10.7 1700

Sqm 14.30 74.50

10.8 1700

Sqm 33.00 63.50

10.9 1700

Sqm 23.90 42.40Painting lines, dashes, arrows,etc. on roads in two coats on oldwork with ready mixed roadmarking paint conforming toIS:164 on bituminous/concretesurface, including cleaning thesurface of all dirt, dust and otherforeign matter, demarcation at siteand traffic control as per drawingand technical specification Clause1702

Painting lines, Dashes, Arrows,etc. on Road in Two Coats onNew WorkPainting lines, dashes, arrows,etc. on roads in two coats on newwork with ready mixed roadmarking paint conforming toIS:164 on bituminous/concretesurface, including cleaning thesurface of all dirt, dust and otherforeign matter, demarcation at siteand traffic control as per drawingand Technical SpecificationClause 1702Painting lines, Dashes, Arrows,etc. on Roads in Two Coats onOld Work

Providing and applying two coatsof ready mix paint including primercoat of approved brand on steelsurface after through cleaning ofsurface to give an even shade asper drawing and TechnicalSpecification Clause 1701

Painting two coats including primecoat with epoxy paint of approvedbrand on concrete/steel surfacesafter through cleaning of surfaceto give an even shade as perdrawing and TechnicalSpecification Clause 1701

Painting on Concrete/SteelSurfaces with Epoxy

118

Sr.No.

Reference toMORD


Rate

Through


10.10 1700 Kilometre Stone

i) Each 482.60 2,323.50

ii) Each 272.20 1,368.10

iii) 200 m stone (precast) Each 75.90 420.00

Note: 1

2

10.11 1700 Boundary Pillar

Each 82.90 356.40

Note: 1

2

In case of soft ground, a properfoundation may be provided asper approved design. In casefoundation is required to beprovided, the items of excavationand foundation concrete arerequired to be measured and paidseparately.In case local stone is to be usedin place of precast RCC stones,then rate of cement concrete andsteel reinforcement may bedeleted.

Reinforced cement concrete M15grade kilometre stone/local stoneof standard design as per IRC:8fixing in position including paintingand printing, etc as per drawingand Technical SpecificationClause 1703

The rate for excavation, cementconcrete, steel reinforcement,painting and lettering may betaken from respective Chapters.

5th Kilometre Stone(precast)

Reinforced cement concrete M15grade boundary pillars/local stoneof standard design as per IRC:25,fixed in position including finishingand lettering but excludingpainting as per drawing andTechnical Specification Clause1704

In case local stone is to be usedin place of precast RCC stones,then rate of cement concrete andsteel reinforcement may bedeleted.

Ordinary Kilometer Stone(Precast)

119

Sr.No.

Reference toMORD


Rate

Through


10.12 1700, 800 & 300

P.Rmt. 27.10 313.70

Note:

10.13 1700, 800 & 300

P/Rmt 37.30 433.40

Note:

Providing and fixing 1.8 m high GIbarbed wire fencing with 2.4 mRCC M15 grade 150 mm x 150mm concrete post placed every 3m centre-to-centre founded in M15grade cement concrete, 0.6 mbelow ground level, every 15thpost, last but one end post andcorner post shall be strutted onboth sides and end post on oneside only and provided with 12horizontal lines and 2 diagonalsinterwoven with horizontal wires,fixed with GI staples, turn bucklesetc. complete as per Clause 1705.

Cost of excavation for foundation and foundationconcrete to be added separately in the costestimate as per approved design. The rate forthese items may be taken from respectiveChapters.

G.I Barbed Wire Fencing 1.8 mhigh

Providing and fixing 1.2 m high GIbarbed wire fencing with 1.8 mRCC posts 150 mm x 150 mmplaced every 3 m centre-to-centrefounded in M15 grade cementconcrete, 0.6 m below groundlevel, every 15th post, last but oneend post and corner post shall bestrutted on both sides and endpost on one side only andprovided with 9 horizontal linesand 2 diagonals interwoven withhorizontal wires, fixed with GIstaples, turn buckles etc. completeas per Clause 1705.

G.I Barbed Wire Fencing 1.2 mhigh

Cost of excavation for foundation and foundationconcrete to be added separately in the costestimate as per approved design. The rate forthese items may be taken from respectiveChapters.

120

Sr.No.

Reference toMORD


Rate

Through


10.14 1700, 800 &300

P/Rmt 60.70 1,436.70

10.15 1700, 800 & 300

P.Rmt. 76.60 1,172.15

10.16 1700

Tubular Steel Railing on PrecastRCC posts, 1.2 m high aboveGround LevelProviding, fencing and erecting 50mm dia painted steel pipe railingin 3 rows on precast M-20 gradeRCC vertical posts 175 mm x 175mm x 1.8 m high (1.2 m above Gl)with 3 holes 50 mm dia for pipe,fixed 2 m centre-to- centrecomplete as per approveddrawings Clause 1706Providing and Fixing 'Logo' ofPMGSY Project

Tubular Steel Railing onMedium Weight Steel Channel(ISMC series) 100 mm x 50 mm

Providing, fixing and erecting 50mm dia steel pipe railing in 3 rowsduly painted on medium weightsteel channels (ISMC series) 100mm x 50 mm, 1.2 m high aboveground, 2 m centre-to-centre,complete as per approveddrawings Clause 1706

121

Sr.No.

Reference toMORD


Rate

Through


Each 1,641.00 9,142.75

Note:

10.17 Suggestive Traffic Cone

Each 1.10 467.55Provision of red fluorescent withwhite reflective sleeve traffic conemade of Low Density Polyethylene(LDPE) material with a squarebase of 390 x 390 x 35 mm and aheight of 770 mm, 4 kg in weight,placed at 1.5 m interval, all as perBS:873

Providing and fixing of typicalPMGSY informatory sign boardwith Logo as per MORDspecifications and drawing. ThreeMS Plates of 1.6 mm thick, topand middle plate duly welded withMS flat iron 25mm x 5m size onback on edges. The lower platewill be welded with MS angle ironframe of 25mm x 25mm x 5mm.The angle iron frame of the lowermost plate and flat iron frame ofmiddle plate will be welded to 2nos. 75mm x 75 mm of 12 SWGsheet tubes posts duly embeddedin cement concrete M-15 gradeblocks of 450mm x 450mm x600mm, 600mm below groundlevel. The top most diamond platewill be welded to middle plate by47mm x 47mm of 12 SWG steelplate tube. All M.S. will be stoveenameled on both sides. Letteringand printing arrows, border etc.will be painted with ready mixedsynthetic enamel paint of superiorquality in required shade andcolour. All sections of framedposts and steel tube will bepainted with primer and two coatsof epoxy paint as per drawingClause 1701 and Annexure1700.1

Printing and lettering for blank spaces on the lowerplate will be written as required and paidseperately.

122

Sr.No.

Reference toMORD


Rate

Through


10.18 Suggestive Rumble Strips

Sqm

Note:

10.19 Suggestive

Each

a) Diversion one km aheadb) Traffic sign aheadc) Road ahead closedd) Men at worke) Road narrowf) Un-even roadg) Slippery roadh) Loose chippingsi) Diversion

Safety Devices and Signs inConstruction Zones

Provision of 15 nos. rumble stripscovered with premix bituminouscarpet, 15-20 mm high at centre,250 mm wide placed at 1 m centre-to-centre at approved locations tocontrol speed, marked with whitestrips of road marking paint.

Provision and fixing of traffic signsfor limited period at suitablelocations in construction zonecomprising of warning zone,approach transition zone, workingzone and terminal transition zonewith a minimum distance of 2-3 mfrom the edge of the carriageway.The bottom edge of the lowestsign plate to be not less than 2 mabove the road level, fixed on 600mm x 600 mm x 6 mm angle ironpost, founded and installed as perapproved design and drawings,removed and disposed of aftercompletion of construction work,all as per IRC:SP:55-2001.

The rate per sqm of premix carpet and roadmarking may be adopted from Chapters 5 & 10respectively for the quantities calculated fromapproved drawings.

Following types of signs arerequired to be fixed in constructionzones for safety of traffic:

123

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Reference toMORD


Rate

Through


j) Do not enterk) Road closedl) Stopm) Slown) Speed limit

Note:

10.20 Suggestive

Each 2.95 202.60Providing and fixing of road stud100 x 100 mm die cast inaluminium, resistant to corrosiveeffect of salt and grit, fitted withlense reflectors, installed inconcrete or asphaltic surface bydrilling holes 30 mm upto a depthof 600 mm and bedded in asuitable bituminous grout or epoxymortar, all as per BS:873 (Part 4)1973.

The rate for traffic signs are already worked outand given elsewhere in this Chapter. The samemay be adopted.

Road Markers/Road Stud withLens Reflector

124

Sr.No.

Reference toMORD


Rate Through

Rate Remarks

11.1 300 Excavation for Structures

I. Ordinary soil

(i) Upto 3 m depth Cum 128.15 --

Note: 1

2

3

(ii) 3 m to 6 m depth Cum 152.20 --

Note: 1

Cost of dewatering may beadded, where required, up to 10per cent of labour cost.Assessment for dewatering shallbe made as per site conditions.

The cost of shoring andshuttering, where needed, maybe added @ 3 per cent on cost ofexcavation for open foundation.

Cost of dewatering may beadded, when needed, up to 15per cent of labour cost.

The excavated earth if foundsuitable, can be used partly forbackfilling in trenches & partly forroad work. Hence cost ofdisposal has not been addedexcept for marshy soil. This noteis common to all cases of item11.1 excluding 11.1 V

Chapter 11

FOUNDATION

Description

Earthwork in excavation forstructures as per drawing andtechnical specifications Clause305.1 including setting out,construction of shoring andbracing, removal of stumps andother deleterious material anddisposal upto a lead of 50 m,dressing of sides and bottom andbackfilling in trenches withexcavated suitable material.

126

Sr.No.

Reference toMORD


Rate Through


2

II.

Upto 3 m depth Cum 160.20 --

Note:

III. Hard rock (requiring blasti Cum 213.75 297.60

Note:

IV. Hard rock (blasting prohib Cum 80.10 443.10

Note:

V. Marshy soil Cum 240.25 --

Note: 1

2

3

4

Cost of dewatering @ 10 per cent of (a+b) maybe added, where required as per site condition.

Cost of dewatering up to 10 per cent of (a+b) maybe added, where required as per site conditions.

Ordinary rock (notrequiring blasting)

Cost of dewatering upto 10 per cent of labour costmay be added, where required as per sitecondition.

Cost of shoring and shuttering,where needed, may be taken @10 per cent on cost ofexcavation for open foundation.

Cost of dewatering @ 30 percent of (a) may be added.

Shoring and shuttering @ 15 percent of (a) may be added whererequired.Since marshy soil cannot beused in filling in trenches, it shallbe removed and replaced byapproved quality of soil. Thelabour cost includes labour inputfor disposal of marshy soil fromexcavated pit with a lead upto 50m lead.

Marshy soil is generaly availableupto 3 m depth. The rate has,therefore, been done upto 3 mdepth of excavation. For deeperexcavation refer analysis in item11.1.

127

Sr.No.

Reference toMORD


Rate Through


11.2 300 & 1200

I. Sand filling Cum 47.75 522.95

II. Cum 82.15 --

Note: 1

2

11.3 300 & 1200

P.C.C grade M 15

Cum 407.00 2,948.70

11.4 800 & 1200

I. P.C.C grade M 10

Cost of transportation of goodquality earth has not beenincluded. Only labour forcarrying carted earth with a leadof 50 m to the foundation pits hasbeen taken in the rate. The costof carted earth may be workedout separately if the same is notavailable from the adjoining area.

Backfilling of foundation trenchesshall normally be done withexcavated earth. The cost of thisoperation is included in item11.1. Only in case the excavatedearth is not of suitable quality,sand filling or backfilling withcarted earth may be resorted to

Nominal mix 1:2.5:5(Hand mixing)

Providing concrete forplain/reinforced concrete inopen foundations complete asper drawings and technicalspecifications Clause 802, 803,1202 & 1203

Earth filling (For marshy soil)

Fillling in foundation trenchesas per drawing and technicalspecification Clause 305.3.9

Filling annular space aroundfooting in rock as per technicalspecification Clause 1203.4.3.

128

Sr.No.

Reference toMORD


Rate Through


(i) Nominal mix 1:3:6 Cum 346.10 2,928.35

(ii) Cum 407.00 2,879.40

II. P.C.C grade M 15

(i) Nominal mix (1:2.5:5) Cum 346.10 2,997.70

(ii) Cum 407.00 2,948.70

III. P.C.C. grade M 20

(i) Nominal mix (1:2:4) Cum 346.10 3,424.50

(ii) Cum 407.00 3,375.50

IV. R.C.C grade M 20 1:2:4 Cum 367.95 3,595.70

V. Cum 367.05 3,949.40

vi PCC grade M-15(1:2.5:5) Cum 346.10 2,793.40

11.5 600 & 1200

I. Cum 551.80 3,423.25

Sub-analysis

Cum 119.00 2,933.00

II. Cum 551.80 3,221.45

Sub-analysis

Cum 119.00 2,296.00

III. Cum 626.80 3,629.10

Sub-analysis

Brick masonry in 1:3cement mortar

Cement mortar 1:3 (1 cement : 3sand)


Nominal mix 1:2:4(Hand mixed)

Nominal mix 1:3.6(Hand mixing)

Brick masonry work in cementmortar in foundation completeexcluding pointing andplastering as per drawing andtechnical specificationsClauses 600, 1202 & 1203

Brick masonry in 1:4cement mortar

Cement mortar 1:4 (1 cement : 4sand)

Brick masonry in cement-lime-mortar (1:0.5:4.5)

R.C.C. grade M 251:1/1/2:3

129

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Rate Through


Cum 355.85 3,582.85

11.6 700 & 1200

I.

(i) Cum 822.55 2,755.30

(ii) Cum 822.55 2,503.00

(iii) Cum 822.55 2,367.20

(iv) Cum 822.55 2,250.80

(v) Cum 822.55 2,134.35

(vi) Cum 328.90 3,012.60

Note:

II.

(i) Cum 756.10 2,615.50

(ii) Cum 756.10 2,338.00

(iii) Cum 756.10 2,188.60

(iv) Cum 756.10 2,060.50

(v) Cum 756.10 1,932.45

(vi) Cum 859.30 2,898.55

III. Random Rubble Masonry(i) Cum 694.35 2,540.50



In cement-lime-mortar(1:0.5:4.5)



In 1:5 Cement mortar





Coursed rubble masonry(1st sort)


In cement-lime-sandmortar (1:0.5:4.5)

Coursed rubble masonry(2nd sort)


Cement-lime-mortar 1:0.5:4.5 (1 cement: 0.5 lime putty : 4.5 sand)

Quantity of required chips has not been providedfor separately as it is assumed that the same willbe availble from dressing of stones

Stone masonry work in cementmortar in foundation completeas per drawing and technicalspecifications Clauses 702,704, 1202 & 1203.

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Reference toMORD


Rate Through


(ii) Cum 694.35 2,263.05

(iii) Cum 694.35 2,113.60

(iv) Cum 694.35 1,985.60

(v) Cum 797.50 2,823.60

Note:

11.7 1000 & 1200 Tonne 1,376.80 64,142.80

11.8 1000 & 1200 Tonne 1,376.80 64,142.80

11.9 1000 & 1200 Tonne 1,376.80 61,370.80

11.10 800 & 1200 Cum 346.10 2,337.20

11.11 800 & 1200 Cum 346.10 2,346.15

In cement lime mortar(1:0.5:4.5)

In cement mortar 1:6



Supplying, fitting and placingMS bar reinforcement infoundation complete as perdrawings and technicalspecifications Clauses 1000and 1202

Supplying, fitting and placingHYSD bar reinforcement infoundation complete as perdrawings and technicalspecifications Clauses 1000and 1202Supplying, fitting andplacingTMT bar reinforcementin foundation complete as perdrawings and technicalspecifications Clauses 1000and 1202

Providing and Laying concretefor plain/reinforced concrete inopen foundations complete asper drawing and technicalspecification clauses 802, 803,1202 and 1203


Quantity of required chips has not been providedfor separately as it is assumed that the same willbe availble from dressing of stones

131

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Reference toMORD


Rate Through


11.12 800 & 1200 Cum 346.10 2,068.20

11.13 800 & 1200 Cum 346.10 1,933.60

11.14 800 & 1200 Cum 346.10 2,087.10

11.15 800 & 1200 Cum 346.10 2,309.20



Providing and Laying cementconcrete 1:5:10 with 15%plams and curing completeincluding the cost of farmworkfor plain/reinforced concrete inretaining walls, breast walls,the size of plum should be 150to 300 mm as per drawing andHP.PWD technicalspecifications. Providing and Laying cementconcrete 1:4:8 with 15% plamsand curing complete includingthe cost of farmwork forplain/reinforced concrete inretaining walls, breast walls,the size of plum should be 150to 300 mm as per drawing andHP.PWD technicalspecifications.

132

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Reference toMORD


Rate Through


11.16 800 & 1200 Cum 482.95 1,847.30Providing and Laying cementconcrete 1:5:10( 1 cement :5Sand :10 graded stoneaggregate 40 mm nominal size)with 15% plams, the size ofplum should be 150 to 300 mmand curing complete includingthe cost of Farm work withsteel plates and filled bybitumen drums in dressiest asper drawing and HP.PWDtechnical specifications.

133

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks

12.1 600

I. In 1:3 cement mortar Cum 579.35 3,594.40

II. In 1:4 Cement mortar Cum 579.35 3,382.50

III. In 1:5 cement mortar Cum 579.35 3,268.40

Sub-analysis

119.00 1,953.00

IV. Cum 658.15 3,810.60

12.2 600 10 Sqm 258.10 369.50

Note:12.3 600 10 Sqm 344.95 890.95

12.4 600 10 Sqm 352.80 1,042.50

Chapter 12

SUBSTRUCTURE

Description

Brick masonry work incement mortar insubstructure completeexcepting pointing andplastering, as per drawingand technical specificationClauses 602, 603, 604, 1202 &1204

Cement mortar 1:5 (1 cement, 5sand)

In cement lime mortar(1:0.5:4.5)

Pointing with cement mortar(1:3) on brickwork as perdrawing and technicalspecification Clauses 613.3and 1204

Plastering with cementmortar (1:4), 12 mm thick onbrickwork in substructure asper technical specificationClauses 613.4 & 1204


Scaffolding is already included in item 12.1

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Reference toMORD


Rate Through

Rate

Remarks Description

12.5 600 10 Sqm 360.65 1,194.00

Note: 1

2

12.6 700 Cum 674.65 1,326.05

12.7 700

I.

(i) Cum 863.70 2,893.05

(ii) Cum 863.70 2,628.20

(iii) Cum 793.90 2,318.80

(iv) Cum 863.70 2,363.30

(v) Cum 863.70 2,241.10

(vi) Cum 962.15 3,163.25

II.

Though cement mortar ofleaner mix has been includedin item 12.1, for cement plastermix of 1:4 has been proposedfor better finishing


Construction of dry rubblemasonary for retaining walls,breast walls,revetment wallsand parapets etc. for sub-structure and super structurecomplete as per drawing andtechnical specificationclauses 704.6 & 1302.5

Coursed rubblemasonry (1st sort)

In 1:3 cementmortar

In cement mortar(1:5)

Scaffolding is already includedin item 12.1

In 1:4 cementmortar

In cement limemortar (1:6)In cement limemortar (1:8)

Stone masonry in cementmortar for substructurecomplete as per drawing &technical specificationClauses 702, 704, 1202 and1204

In cement limemortar (1:5:4.5)

Coursed Rubblemasonry (2nd sort)

135

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Reference toMORD


Rate Through

Rate

Remarks Description

(i) Cum 793.90 2,746.25

(ii) Cum 793.90 2,454.90

(iii) Cum 793.90 2,298.00

(iv) Cum 793.90 2,163.55

(v) Cum 793.90 2,029.10

(vi) Cum 902.25 3,043.50

III.

(i) Cum 729.05 2,667.55

(ii) Cum 729.05 2,376.20

(iii) Cum 729.05 2,219.30

(iv) Cum 729.05 2,084.90

(v) Cum 837.40 2,964.80

12.8 800

For height upto 5 m

I. P.C.C grade M 15

(i) Cum 366.10 3,170.60

II PCC grade M 15

(i) Cum 430.50 3,118.85

III. P.C.C. grade M 20



Random rubblemasonry

Plain/reinforced cementconcrete in substructurecomplete as per drawingsand technical specificationClauses 802, 804, 805, 806,807, 1202 ans 1204

In 1:4 cementmortarIn cement mortar(1:5)



Nominal mix(1:2.5:5)


In 1:4 cementmortar


In cement limemortar (1:0.5:4.5)

In cement mortar(1:8)In cement limemortar (1:0.5:4.5)

136

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Reference toMORD


Rate Through

Rate

Remarks Description

(i) Cum 366.10 3,505.90

(ii) Cum 380.20 3,761.70

IV

(i) Cum 430.50 3,570.30

(ii) Cum 447.05 3,707.90

V

(i) Upto 5m height Cum 389.15 3,803.10

(ii) 5m to 10m height Cum 404.15 3,949.70

(iii) Above 10m height Cum 423.10 4,135.00

VI

(i) Upto 5m height Cum 389.15 4,187.30

(ii) 5 to 10m height Cum 403.30 4,348.70

(iii) Above 10m height Cum 423.10 4,552.75

Note: i

ii

12.9 1000 Tonne 1,444.60 64,210.60

R.C.C grade M 20(1:2:4)nominal mix

Supplying, fitting and placingHYSD bar reinforcement (Fe415) in substructruecomplete as per drawingsand technical specificationClauses 1002, 1005, 1010 &1202

The cost of formwork has beenincreased for more height toaccount for cost of side supportto formwork.

Extra expenditure on structureswhich are more than 5 m heightis to cater for cost involved forapproaching the work spot by

RCC Grade M-25(1:1.5:3)

Nominal mix(1:2:4)(i) upto 5mheightNominal mix 1:2:4(Hand mixed)(ii)above 5m to 10mheight

Hand mix upto 5mheight

Hand mix for heightbeyond 5m to 10m

P.C.C. grade M 20(1:2:4)

137

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

12.10 1000 Tonne 1,444.60 64,210.60

12.11 1000 Tonne 1,444.60 61,438.60

12.12 600 Nos. 6.35 198.70

12.13 600 Nos. 5.00 253.70

12.14 1200

Supplying, fitting and placingTMT bar reinforcement (Fe415) in substructruecomplete as per drawingsand technical specificationClauses 1002, 1005, 1010 &1202Supplying, fitting and placingwith MS bar reinforcement(Fe 415) in substructruecomplete as per drawingsand technical specificationClauses 1002, 1005, 1010 &1202Providing weepholes in brickmasonry/stone masonry,plain/reinforced concreteabutment, wing wall, returnwall with 100 mm dia AC pipeextending through the fullwidth of the structures withslope of 1(V):20(H) towardsdrawing face complete as perdrawing and technicalspecification Clauses 614,709, 1204.3.7

Backfilling behind abutment,wing wall and return wallcomplete as per drawings &technical specificationClause 1204.3.8

Providing weapholes in brickmasonry / stone masonry/plain reinforced concreteabutment, wing wall, returnwall with 100 mm dia PVCpipe extending through thefull with of the structureswith slop of 1(v):20(H)towards drawing facecomplete as per drawing andtechnical specificationclauses 614, 709, 1204.3.7

138

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

I) Granular material Cum 164.50 481.30

II) Sandy material Cum 166.30 641.50

12.15 1200 Cum 167.90 563.90

12.16 1200 Cubic Centim

etre

0.01 3.80

Note:

12.17 600

Rmt 23.80 223.00

Providing and laying filtermedia with granular crushedaggregates as perspecification to a thicknessof not less than 600 mm withsmaller size towards the soiland bigger size towards thewall and providing over theentire surface behindabutment, wing wall, returnwall to the full height,compacted to firm conditioncomplete as per drawing andtechnical specificationClause 1204.3.8

Providing PCC M-20architectural coping on thetop of wing wall, return walletc. complete as per drawingand technical specificationClauses 615, 710 and1204.3.11

Supplying, fitting and fixingin position true to line andlevel elastomeric bearingconforming to IRC:83 (Part-II)Section IX complete,including all accessories asper drawings and technicalspecification Clause 1207.1

For such type of manufactured item, theoverhead cost is taken as 30 per cent instead of

PCC M-20 Grade (1:2:4)Nominal Mix

139

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

12.18 1200 Each 132.45 314.75

12.19 600 10Sqm 344.60 456.05

12.20 600 10Sqm 301.30 412.80

12.21 Cum 372.75Add extra over items ofReinforcement cementconcrete (beams/ columns/slabs/tanks) for supply andapplication of synthetic fibre(polyester 12 mm Recrorn 3 Sor equivalent) properly mixedwith sand/cement/aggregates includingcasting of slabs (with dose of125 gms per 50 kg of cementi.e. 0.25 per cent by weight ofcement or in a ratio asspecified by manufacturer'sspecification or as directedby the Engineer-in-Charge

Painting with cement mortar1:3 on random rubblemasonary as per drawing andtechnical specificationclauses 613.3 and 1204

Painting with cement mortar1:3 on coursed rubblemasonary as per drawing andtechnical specificationclauses 613.3 and 1204

Providing pressure reliefpipes 100 mm dia in bottomslab of box cell on a filtermedia base of 500 mm x 500mm as per drawing andtechnical specificationClause 1205.5.7

140

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

12.22 Cum 59.10Add extra over items ofcement plaster for supplyand application of syntheticfibre (polyester 6 mm Recron3 S or equivalent) properlymixed with sand /cementmortar manually /machineand finished on plaster (withdose of 125 gms per 50 kg ofcement i.e. 0.25 per cent byweight of cement or in a ratioas specified bymanufacturer's specificationor as directed by theEngineer-in-Charge)

141

Sr.No.

Reference to MORD

specificationsUnit Labour

Rate Through

Rate

Remarks

13.1 800

I. R.C.C grade M 20

(i)

I Upto 5m height Cum 424.55 4,148.85

II 5m to 10m height Cum 442.20 4,321.70

III Above 10m height Cum 459.90 4,494.60

(ii)




(iii)




II. R.C.C M 25 1:1.5:3




Note:

III. R.C.C. Grade M 30 1:1:3

Chapter 13

SUPERSTRUCTURE

Description

Providing and layingreinforced cement concrete insuperstructure as per drawingand technical specificationsClauses 800, 1205.4 and 1205.5

This analysis will hold good for concrete of nominal mix 1:1½:3 also

For nominal mix1:2:4

For nominal mix1:2:4 (Hand mixed)

For design mix RCCM 20 1:2:4

143

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description




IV Cum 353.80 3,974.80

Note: 1

2

13.2 1000 Tonne 1,866.55 64,784.55

13.3 1000 Tonne 1,866.55 64,784.55

For higher grades like M 25 andM 30, if adopted, design mix isrecommended.

Supplying, fitting, and placingTMT bar reinforcement insuperstructure complete asper drawing and technicalspecifications Clauses 1002,1010 and 1202

Supplying, fitting, and placingHYSD bar reinforcement insuperstructure complete asper drawing and technicalspecifications Clauses 1002,1010 and 1202

RCC Grade M 30 1:1:2

Quantity of cement provided forvarious components of thesuperstructure is for estimatingpurpose only. Actual quantity ofcement will be as per approvedmix design. Similarly quantity forcorase and fine aggregates is forestimating purpose and theexact quantity shall be as per themix design use of design mix inplace of nominal mix of concreteof M 20 and higher grader shallbe prepared. Nominal mix ofgrades M 20 and M 25 is to beused with adequate supervisionand quality control requirementsClause 803 technicalspecification

144

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

13.4 1000 Tonne 1,866.55 62,012.55

13.5 800 Cum 394.60 8,943.05

13.6 800 Rmt. 111.50 2,318.70

Cum 300.20 3,207.90

Note: 1

2

13.7 1200 Rmt. 124.60 2,872.85

Note: A typical drawing for MS railing has beenfollowed for estimate purpose. Rate may beworked out as per design to be followed

Providing fitting and fixingmild steel railing complete asper drawing and technicalspecifications Clause 1208.2

48 m length is the total linearlength adding both sides of 2x12m span

Quantities of material have beenadopted from standard plans ofMORTH vide drawing NoSD/202

Supplying, fitting, and placingMS bar reinforcement insuperstructure complete asper drawing and technicalspecifications Clauses 1002,1010 and 1202

Providing and laying cementconcrete wearing course M 30grade including reinforcementcomplete as per drawing andtechnical specificationsClauses 800 and 1206.3

Construction of R.C.C. railingof M 25 grade in cast-in-situwith 20 mm nominal sizeaggregate, true to line andgrade, tolerance of verticalrailing post not to exceed 1 in500, centre-to-centre spacingbetween vertical posts not toexceed 2000 mm as perdrawing and technicalspecifications Clauses 800,900 and 1208.3Sub Analysis for Rate ofConcrete

145

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

13.8 1200 Rmt. 124.60 1,430.05

13.9 600 Cum 579.35 3,594.40

13.10 1200 Rmt. 76.60 1,185.40

13.11 800

(i) Nominal mix (1:2.5:5) Cum 332.80 2,882.40

(ii) Cum 391.30 2,835.30

13.12 800 Cum 535.55 7,560.95

P.C.C. M 15 ordinary grade(1:2.5:5) levelling course belowapproach slab complete as perdrawing and technicalspecifications Clauses 800 and1211

Reinforced Cement ConcreteM 25 grade approach slabincluding reinforcement andformwork complete as perdrawing and technicalspecifications Clauses 800 and1211

Nominal mix 1:2.5:5 (Handmixing)

Providing and fixing inposition pipe railing consistingof IS Rolled steel joist postsdesignation IS MB 100(100x75) at 2.5 m interval andthree rows of 50 mm dia steelpipes (light) including fixing inposition on bridge deckcomplete as per drawing andtechnical specificationsClause 1208.2Brick masonry work in cementmortar 1:3 in parapetexcluding pointing andplastering as per drawing andtechnical specificationsClauses 600, 900 and 1208.4Drainage spouts complete asper drawing and technicalspecifications Clause 1209

146

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

13.13 1200 Rmt. 25.40 71,525.40

Note:

13.14 1200 Rmt. 13.90 3,134.60

Note: 1

2

3

Providing and laying of anelastomeric slab sealexpansion joint complete asper approved drawing andapproved specifications to beinstalled bymanufacturer/supplier or theirauthorised representativeensuring compliance to themanufacturer’s instructionsfor installlation and as pertechnical specificationsClause 1207.2.5

For this specialised item, overhead cost isassumed as 30 per cent

The installation shall be done bythe manufacturer or hisauthorised representative to thesatisfaction of the Engineer.The concreting for joining theexpansion joint assembly withthe deck has not been includedin this analysis as the same iscatered for in the quantities ofR.C.C deck

The anchoring bars of theexpansion joint assembly shallbe welded to the mainreinforement of the deck.

Providing and laying ofcompression seal jointconsisting of steel armourednosing at two edges of thejoint gap suitably anchored tothe deck concrete and apreformed chloropreneelastomer or closed cell foamjoint sealer compressed andformed into the joint gap withspecial adhesive binder as perdrawing, and technicalspecifications Clause 1207.2.4

147

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

4

13.15 1200 Rmt. 8.40 1,341.60

13.16 1200 Filler Joint

I) Rmt. 14.80 3,605.20

II) Rmt. 4.30 98.40

III) Rmt. 4.30 194.40

Providing and laying a buriedexpansion joint, covered with12 mm thick, 200 mm widegalvanised weldable structrualsteel plate as per IS:2062,placed symmetrical to centreline of the joint, resting freelyover the top surface of thedeck concrete, welding of 8mm dia, 100 mm longgalvanised nails spaced 300mm c/c along the centre line ofthe plate, as per technicalspecifications Clauses1207.2.3

Providing and fixing 20 mmthick compressible fibreboard in expansion jointcomplete as per drawingand technical specifications

Providing and fixing inposition 20 mm thickpremoulded joint filler inexpansion joint for fixedends of simply supportedspans, covered withsealant complete as perdrawing and technicalspecifications

Providing and fixing 2 mmthick corrugated copperplate in expansion joint asper drawing and technicalspecifications Clause1207.2.2

For this specialised itemoverheads are assumed @ 30per cent

148

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

IV) Rmt. 12.75 18.70

Note:

13.17 700

I.

cum 729.05 2,667.55

II.

cum 863.70 2,893.05

13.18 600

Rate same as in item 12.2 sqm 25.80 36.95

13.19 600

Rate same as in item 12.4 sqm 35.30 104.25

13.20 800

Providing and fillling jointsealing compound as perdrawings and technicalspecifications with coarsesand and 6 per centbitumen by weight.

Stone masonry in cementmortar 1:3 for parapetcomplete as per drawing andtechnical specificationsClauses 700 and 1208.4

For arriving at the final rate for filler joints per mlength and per cm depth of joint filling compound,the rates of Sr. Nos (i), (ii), (iii) and (iv) shall beadded.

Pointing with cement mortar(1:3) on brickwork in parapetas per technical specificationsClauses 613.3 and 1208.4

Plastering with cement mortar(1:3) 15 mm thick on brickworkin parapet as per technicalspecifications Clauses 613.4and 1208.4

Providing and laying parapetwith PCC M 15 as per drawing& technical specificationsClauses 800 and 1208.4

Random rubble masonry

Rate same as in item 12.7III (i)

Coursed rubble masonry(1st sort)Rate same as in item 12.7 I(i)

149

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

I.

cum 430.50 3,118.85

II. Nominal mix (1:2.5:5)

cum 366.10 3,170.60

13.21 1200

i. sqm 125.20

ii. sqm 47.30

Note:

13.22 1200

i. cum 5,882.75

ii. sqm 125.20

iii. sqm 47.30

Providing bituminous wearingcoat comprising of 20 mmthick premix carpet with 5 mmthick seal coat Type B forculverts as per drawing andtechnical specificationsClauses 1206.2 and 500


Rate for BM layer may beanalysed as per item No5.3 of Chapter 5

Rate of 20 mm premixcarpet wearing course asper item No.5.9 of Chapter5Rate of seal coat Type Bas per item No. 5.12 ofChapter 5

Rate for wearing coat asper item No. 5.9 of Chapter5

Rate for seal coat Type Bas per item No. 5.12 ofChapter 5

Providing bituminous wearingcoat comprising of 50 mmthick bituminous macadamoverlaid by 20 mm thickpremix carpet with 5 mm thickseal coat Type B

This type of wearing coat may be adopted wherea cushion is provided over the culvert and theadjoining road pavement is continued over it.

Rate same as in item 12.5 I(i)

Rate same as in item 12.5 I(ii)

150

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

13.23 600 Cum 1,778.75 7,672.10

13.24 600 Cum 1,875.90 8,095.90

13.25 600 Cum 1,857.90 8,129.50

13.26 600 Cum 1,857.90 8,129.50

Note: 1

2

3

Brick work in special arches incement mortar 1:4 completeincluding centering andshuttering excluding pointingand plastering as per drawingand technical specificationsClauses 606 and 1205.1


Quantity of bricks for arches willbe about 10 per cent more thanthat for ordinary brickwork.

In case special arch bricks areused, the quantity of bricks percum shall be taken as 580 Nos.

Brick work in arches in cementmortar 1:4 complete includingcentering and shutteringexcluding pointing andplastering as per drawing andtechnical specificationsClauses 606 and 1205.1


In case cement mortar 1:3 isused, rate as in item 11.5 I. willhold good.

151

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

4

5

13.27 700 Cum 2,515.20 5,876.20

Note: 1

2

13.28 700

Cum 2,263.70 5,288.55

13.29 700

Cum 1,886.40 4,407.00

Span above 4mtr

Span less than 4mtr

Coursed rubble stone masonryarch (Ist sort) in cement mortar(1:4) complete includingcentering etc. complete as perdrawing and technicalspecifications Clauses 706 and1205.1


Rates for spandrel walls shall betaken same as for brickwork insubstructure.

Rate for spandrel filling willdepend on the filling materialadopted

In case cement mortar 1:3 isused, rate for the same shall beas per item 11.5 I.

The addition for centering andsluttering at (c) above is for archabove 6 m span. For lesser spanlength the addition shall be 80per cent for span above 4 mlength and 50 per cent for spansless than 4 m.


152

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

13.30 700

Cum 2,515.20 6,380.70

13.31 700

Cum 2,263.70 5,742.60

13.32 700

Cum 1,886.40 4,785.50

13.33 800

I.

(i) Cum 580.30 5,235.70

(ii) Cum 541.60 4,886.60

Span 6m and above.

Span above 4 mtrs.

Providing & Laying reinforcedcement concrete archcomplete including centeringand shuttering excludingreinforcement as per drawingsand technical specificationsClauses 800, 900 and 1205.1



Span less than 4mtrs.

RCC grade M20 (1:2.4)nominal mix


Above 6 mtrs.span

Above 4 mtrs.span

153

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

(iii) Cum 502.90 4,537.60

II. RCC Grade M 25

(i) Cum 560.95 5,567.60

Note:

13.34 1200

A) Steel section P/Qtl 414.95 7,014.20

Note: i)

ii)

iii)

iv)

Span less than 4 metres

Extra for span 6m widthheight above 5m

Providing steel R.S.Js/built-upsteel sections includingcutting, welding/rivetting,hoisting, fixing in position forcomposite girders with shearconnectors complete withpainting as per drawing andtechnical specificationsClause 1205.6

The additional cost of centering and shuttering @50 per cent of cost of material and labour shallhold good for arch spans of 6 m and above. Forlesser length of spans, the correspondingadditional cost can be taken as 40 per cent forspans above 4 m length and 30 per cent forspans less than 4m.

In case of welded section,welding charges per cm lengthof welding shall substitute cost ofrivettingShear connectors should alwaysbe welded to the top flange

The analysis of R.C.C. deck slabfor the composite girder to beadopted from the item 13.1 ofconcrete superstructure

In the analysis of deck slab forcomposite girder superstructure,the component of formwork forthe same shall be 20 per cent ofcost of materials, labour andmachinery for deck slab.

154

Sr.No.

Reference to MORD


Rate Through

Rate

Remarks Description

v)

vi)

vii)

viii)

13.35 600, 700, 800 (I)

Cum 462.00 --

(II) Cum 47.75 --

Extra for span upto 6 m withheight above 5 m for item No.13.23, 13.24, 13.25 and 13.26

Extra for higher span lengthsof different heights followingadditional labour for erectionof steel grader onpier/abutment caps may beprovided for item No. 13.23,13.24, 13.25 and 13.26

The provision of 10 per cent forshear connectors in the typicalcase is tentative. The quantityshall be worked out as perdesign.

The cost of painting can also beanalysed in detail in accordancewith item 10.6 of Chapter 10

For spans upto 6 m with heightabove 5 m extra labour ofmazdoor @ 3.0 days per quintalmay be added

For higher span lengths ofdifferent heights followingadditional labour for erection ofsteel girders on pier/abutmentcaps may be provided:

155

Sr.No.

Reference toMORD

specificationUnit Labour

Rate Through

Rate

Remarks

14.1 1300 cum 210.10 665.50

Note:

14.2 1300 cum 125.15 1,458.40

Note: 1

2

14.3 1300 cum 353.00 3,057.65

Providing and laying of boulderapron laid in wire crates with 4mm dia GI wire conforming toIS:280 and IS:4826 in 100 mm x100 mm mesh (wovendiagonally) including 10 percent extra for laps and jointslaid with stone bouldersweighing not less than 25 kgeach as per drawing andtechnical specifications Clause1301

Nominal excavation required for preparation ofbed has been taken into account while makingprovisions for labour.

Providing and laying of apronwith cement concrete blocks ofsize as per Table 1300.1 cast-in-situ and made with nominal mixof M-15 grade cement concreteas per drawing and technicalspecifications Clause 1301

Nominal cost of trimming forpreparation of bed has beenincluded in the cost of labourThe analysis will by & large holdgood for gabions

Chapter 14

PROTECTION WORKS

Description

Providing and laying boulderapron for bed protection withstone boulders of minimumsize and weight as per Table1300.1, no fragment weighingless than 25 kg laid drycomplete as per drawing andtechnical specifications Clause1301

157

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

14.4 1300

A) Rmt. 53.00 487.60

B) Rmt. 51.00 312.10

14.5 1300

I. Stone/Boulder Cum 210.10 665.50 II.

a) cum 353.00 3,057.65

III. cum 530.25 3,088.70

14.6 1300 cum 194.80 877.90

Note:

Driven at least 900 mmbelow ground and 900 mmabove ground on average

Providing and laying pitchingon slopes laid over preparedfilter media as per drawing andtechnical specifications Clause1302

Cement concrete blocks ofsize as per Table 1300.2cast in cement concrete ofgrade M 15

Single bamboo palasiding /walling of whole 2nd classbamboo (Jati or Bethua) 75mmdia and closely packed & drivenincluding fitting fixing with halfbamboo kamis horizontally inthree rows with cane or tyingwith wire complete and struts1.5 m apart longitudinally andproviding brush wood as perdrawing and technicalspecifications Clause 1302.5

Driven at least 900 mmbelow ground and 1200 mmabove ground

Concrete grade M15(1:2.5:5)

Brick pitchng set in cementmortar 1:4

Labour cost includes labour required for trimmingof slope to proper profile and preparation of bed.

Providing and laying filtermaterial underneath pitching inslopes complete as perdrawing and technicalspecifications Clause 1302

158

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

14.7 1300

I. cum 735.35 5,233.30

II. cum 467.25 4,076.90

III. cum 554.35 3,565.80

Note:

14.8 1303 cum 369.70 1,050.20

14.9 1300

I.

cum 551.80 3,221.45

II.

cum 793.90 2,454.90

III.

cum 346.10 2,928.35

Note: 1

Brick masonry in cement mortar (1:4)

Coursed rubble masonary(2nd sort) in cement mortar(1:4)

Providing and laying curtainwalls complete as per drawingand technical specificationClause 1304

(Rate same as per item11.5 (II)

(Rate same as per item12.7 II (ii) )

(Rate same as per item11.4 I (i)

Cement concrete grade M 10

Other items like excavation forfoundation, filling behind wall,filter media, weep holes, etc.shall be added separately as perapproved design.

Providing and laying of dryrubble flooring complete as perdrawings and technicalspecifications Clause 1303.3

Quantity of cement mortar is inclusive of mortarfor laying and filling of joints.

Providing and laying flooringlaid over cement concretebedding complete as perdrawing and technicalspecification Clause 1303

Brick on edge laid incement mortar (1:3)

Rubble stone laid in cementmortar 1:3Cement conrete blocksgrade M 15(1:2.5:5)

159

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

2

14.10 1300 cum 221.75 683.90

14.11 1300

I. cum 615.75 2,126.85

II. cum 492.65 3,087.20

Sub-analysis

Cement mortar 1:4 (1 cement : 4 cum 119.00 2,296.00 III.

I. P.C.C grade M 20(i) Nominal mix 1:3:6 cum 318.95 2,806.35

Note:

Cement concrete grade M 10 in case of concrete block pitching

For height less than 3 m, dry rubble masonry canalso be used. In that case, the sub-item ofcement mortar may be omitted in the analysis.

Brick masonry in cementmortar 1:4 in case of brickpitching

For this item, where referencehas been made to items analysedin other Chapters, i.e., 11, 12 &13, the overheads shall be takenas 15 per cent instead of 20 percent

Construction of toe walls forprotection of slopes as perdrawing and technicalspecifications Clause 1302.5

Random rubble masonry incase of stone pitching laidwith cement mortar (1:5)

Construction of flexible apron 1m thick comprising of loosestone boulders weighing notless then 25 kg beyond curtainwall

160

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

14.12 1300

A) Rmt. 55.40 598.30

B) Rmt. 55.40 332.65

14.13 Suggestive

A) Rmt 65.70 642.35

B) Rmt. 55.40 327.40

Single bamboo spur andpalisading of whole 1st classbamboo (Bholuka or Barua) 85mm to 100 mm dia. Closelypacked & driven includingfitting, fixing with half 2ndclass bamboo (jati or Bethua)horizontally in three rows withcane or tying wire completeand struts 1500 mm apartlongitudinally and providingbrush wood in the spur as perdrawings and technicalspecifications

Driven at least 900 mmbelow ground and 1800 mmabove ground


Single bamboo spur andpalisading of whole 2nd classbamboo (jati or Bethua) 65 mmto 75 mm dia and closelypacked & driven, includingfitting, fixing with half bambookamis horrizontally in threerows with cane or tying wirecomplete and struts 1500 mmapart longitudinally andproviding brush wood as perdrawing and technicalspecifications Clause 1302.5



161

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

C) Rmt. 55.40 304.15

14.14 Suggestive

A) Rmt. 55.40 412.75

B) Rmt. 76.05 373.30

14.15 Suggestive Rmt. 80.95 1,194.20

Driven at least 600 mmbelow ground and 1200 mmabove ground on average.

Bamboo spur 'A' type withwhole bamboo 85mm-100mmdia, placed 230 mm centre tocentre driven 900 mm belowground and 1200 mm to 1500mm above ground tied with 2ndclass bamboo (jati or Bethua)on either side at 450 mm aparthorizontally with galvanisedwire etc. complete as perdrawings and technicalspecifications

Providing 'A' type single spurwith 1st class bamboo(Bholuka or Barua) 85 mm to100 mm dia. Driven closelyplaced 3m to 4m above groundand 1200 mm to 1500 mmbelow ground tied with cane orcoir string, half 2nd classbamboo (jati or Bethua)horizontally on both faceplaced not more than onemetre apart including wholebamboo struts inside onemetre apart and 2 nos. of purlinat top and bottom fitted withvertical struts at 1500 mm apartand filling with brushwood orjungle wood inside the spurcomplete as per drawing andtechnical specifications

1st class bamboo (Bholukaor Barua ) 85 mm to 100mm dia

2nd class bamboo (jati orBethua) 75 mm dia

162

Sr.No.

Reference toMORD


Rate Through

Rate

Remarks Description

14.16 1300 Rmt. 24.30 727.50

14.17 Suggestive Rmt. 1,262.95 73,905.20

14.18 Suggestive Rmt. 37.55 --Supplying and filling uphollows of the timber spur toan average height of 3600 mmabove ground with jungle woodbranches as per drawing andtechnical specifications asdirected by the Engineer.

Providing close bamboo toewalling consisting of 65mm to75mm dia bamboos of lengthranging from 1.2 m to 3mdriven at 150 mm centre tocentre and provided with threehorizontal split bamboo runnerfixed with nails. All bamboosto be duly protected by coal tarpainting.

Double timber spur with tworows at 800 mm c/c apart of 1stclass local wood piles withtimber of Azar/Nahar/Nageswar/ Zarul wood 150 mm to 200 mmdia driven 2000 mm minimumbelow ground and 3600 mmabove ground average placedat 800 mm belts, bracings etc.of 100 mm x 75 mm size 1stclass local wood longitudinally& crosswiswe at ends fittedwith 10 mm dia bolts and nutsetc. including coaltarring oftimber members and cost ofnecessary bamboo stagingsetc. as directed by the Engineeras per drawing and technicalspecifications

163

Sr.No.

Reference toMORD


Rate Through

Rate Remarks

15.1 1900 Restoration of Rain Cuts

i)

A. Manual Means Cum 88.10 144.40

B. Mechanical Means Cum 29.40 124.35

Note:

15.2 1900 1.

Sqm 7.35 23.10

2.

Only 75% of fresh material has been provided as25% can be retrieved from site from earth i.e.flown down the slop in the form of slurry anddeposited at the foot of rain cuts.

Maintenance of Earhenshoulder (stripping ofexcess soil)

Making up loss ofmaterial/irregularities onshoulders to the designlevel by adding freshapproved selected soil andcompacting it withappropriate equipment atOMC upto a lead of 1000m as per technicalspecification Clause 1903

Maintenance of Earthenshoulder (filling withfresh selected soil)

Chapter 15

MAINTENANCE OF ROADS

Description

Restoration of rain cutswith soil, moorum gravel ora mixture of these, clearingthe loose soil, benching for300mm width laying freshmaterial in layers notexceeding 250 mm andcompaction with platecompactor or powerrammer to restore theoriginal alignment, leveland slopes as per drawingsand technical specificationsClause 1902

165

Sr.No.

Reference toMORD


Rate Through


Sqm 3.70 6.35

Note:

15.3 1900

i. Cum 208.85 7,229.55

ii. Sqm 11.75 159.40

Repair to pot holes byremoval of failed material,trimming the sides tovertical and levelling thebottom, cleaning the samewith compressed air or anyappropriate method filledwith 75mm B.M, applyingbitumen emulsion primecoat at the bottom andbitumen emulsion tack coaton sides and on bottom asper technical specificationsClauses 502, 503 and 504.

Maintenace of bituminoussurface road

Patch repair on alreadyfilled pot holes with 75 mmBM with 20 mm premixcarpet and seal coat TypeB as per drawings andtechnical specificationClause 1904.2, 508 and510

Earth stripped from earthen shoulders to be usedas shoulders or dumped on the side slopeslocally for disposal.

Stripping excess soil fromthe shoulder surface toachieve the approved leveland compacting with platecompactor at OMC as perdrawings and TechnicalSpecification Clause 1903

166

Sr.No.

Reference toMORD


Rate Through


iii. Sqm 14.70 170.70

iv. Sqm 11.75 191.20

15.4 1900 Maintenance of Gravel Road

Sqm -- 172.25

Note:

15.5 1900 Maintenance of WBM Road

Maintenance of gravel roadincluding making up the loss ofprofile, rectifying corrugatedsurface, filling up of depressions,pot holes and erosion gullies byadding fresh material andcompacting it with appropriateequipment or to strip excess ofmaterial from the road surface asper drawings and technicalspecification Clause 1905

The cost of 25% retrived material may bededucted from rates.

Repair to pot holes andremoval of loose material,trimming of sides, cleaningof surface by providing tackcoat with bitumenemulsion, 20 mm thick pre-mix carpet using catonicbitumen emulsion and sealcoat type B with bitumenemulsion as per technicalspecification clause1904.2, 503 and 508.2.

Repair to pot holes andremoval of loose material,trimming of sides, cleaningof surface by providing tackcoat, 20 mm thick pre-mixcarpet and seal coat type Bspecification Clause1904.2,503 and 508.1.

167

Sr.No.

Reference toMORD


Rate Through


Sqm -- 107.75

Note:

15.6 1900 Maintenance of Drains

RMT 1.20 --

15.7 1900 (I) Maintenance of Culverts

Each 424.10 847.60

(II)

Each 784.90 1,571.40

15.8 1900 Maintenance of Causeway

Maintenance of WBM roadincluding filling up of pot holes,ruts and rectifying corrugatedsurface, damaged edges andravelling as per technicalspecification Clause 1906.

The maintenance of drainsinclude erosion, repair, clearing,cleaning, reshaping, regrading,deepening of side drains as wellas catch water drains as pertechnical specification Clause1907.

Maintenance of Hume pipeCulvert by way ofClearing, Cleaning, Erosionrepair, repairs to cracks,parapet wall and protectionwork as per drawing andtechnical specificationClause 1908

The cost of 25% retrived material may bededucted from rates.

Maintenance of CulvertsSlab typeMaintenance of Slab typeCulverts by way ofclearing, Cleaning, Erosionrepair, repairs to cracks,parapet walls andProtection works as perdrawing and technicalspecification Clasue 1908

168

Sr.No.

Reference toMORD


Rate Through


Metre 27.20 39.30

15.9 1900 Maintenance of Road Signs

Per Km.

317.50 862.00

15.10 1900

(i)

Steel Railing Rmt. 9.95 259.60 (ii)

RCC Railing Rmt. 122.20 1,374.70 15.11 1900

Per Km. 206.10 604.60 Maintenance of 200 metre kmstone by way of refiting of tiltedstones repairing with cementmortar, cleaning, repairing andlettering on 200 metre km stoneand 5th km stone as per drawingand technical specificationClause 1912

Maintenance of 200 metre andkm stones

Maintenance of steel and RCCRailing

Maintenance of Causeway byway of minor Surface repairs,replacing Guide Posts, repair offlood gauges, removal of debris,providing boulders and protectionwork and painting as pertechnical specification Clause1909

Maintenance of road signs byway of cleaning and repainting ofmandatory / requlatory /cautionary / informatory andplace identifications sign boardas perdrawings and technicalspecification Clause 1910

Repair of steel railing tobring it to original shapecleaning and repainting asper drawing and technicalspecification Clause 1911

Repair of RCC railing tobring it to the originalshape, cleaning andrepainting as per drawingsand technical specificationClause 1911

169

Sr.No.

Reference toMORD


Rate Through


15.12 1900

(i) Each 44.05 --

(ii) Each 2.95 --

(iii) Sqm 1.00 --

15.13 1900

Sqm 4.90 11.50

15.14 1900

1

(i) Tack coatRates as per item 5.2 (ii) Sqm -- 12.25(ii)

Periodical Renewal to existingbituminous surface

Pre-mix carpet using bituminous (penetration grade modified bitumen) binder

Open graded Premixcarpet 20 mm thick

Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914

Trimming of grass andweeds from theshoulders/berms anddisposing off the same tosuitable locations as pertechnical specificationsClause 1914

White washing two coats onparapet walls and tree trunksincluding preparation of surfaceby cleaning scraping etc. as pertechnical specifications Clause1915

White washing of parapetwalls of CD work and treetruncks

Cutting of branches of treesshrubs and trimming of grassand weeds

Cutting of branches oftrees and shrubs from theroad way or with in R.O.Wincluding disposal of woodand leaves to suitablelocation as per technicalspecification Clause 1914

170

Sr.No.

Reference toMORD


Rate Through


Rates as per item No. 5.9 Sqm -- 125.20(iii)

Rates as per item No. 5.10 Sqm -- 108.10(iv)

Rates as per item No. 5.11 Sqm -- 179.702

Rates as per item No. 5.6 Sqm -- 73.3515.15 302

Cum 18.85 60.45

15.16

Cum -- 2.70

Cum -- 2.30

15.17

Premix carpet usingbitumen Emulsion

Seal coat Type A, Bor C

(II) Snow clearance from roadsurface by a snow Blower 140HPand dispoding it on the velly sideas per MORTH and IRCspecification 48-1998.

Removal of land slide slipclearance

Surface dressing singlecoat/first coat or 2ndcoat

Removal of land slide in hillyarea in ordinary rock notrequiring blasting by mechnicalmeans including cutting andtrimming of slops and disposal ofcut material with in lift upto 1.5mand lead upto 1000m as pertechnical specification 302.3.5and 1611.

Stone pitching

Snow clearance

(i) Snow clearance from roadsurface by a Bulldozer 165 HPand disposing it on the vellysideas per MORTH and IRCspecification 48-1998.

171

Sr.No.

Reference toMORD


Rate Through


Cum 178.75 614.30

15.18 501

Sqm 11.75 233.85

15.19 501Sqm -- 30.20

15.20 501

Sqm -- 34.20

Crack sealing repair Crack sealing repair by wideningand thoruughly cleaning crackwith compressed Air and fillingusing low Viscosity bitumenemulsion and applying crusherdust in case crack are wider than5mm as per MORD technicalspecification 501.2.3.2.

Ruffing deprecession andcarrugation RepairRuffing, deprecession andcarrugation Repair by clearingand removal of loose materialproviding tack coat with bitumenEmulsion and filling with gradingpremix using CatonicEmulsion(special technicalspecification B2.3.3) in Layer notexceeding 50mm to0 averagedepth of 50mm as per MORDtechnical specification 501.3

Crocodile crack and surfacetexture repair by thoroughlycleaning of surface withcompressed air, scrubbers,etc.and applying Fog seal at therate of 0.5-1.0 ltrs./Sqm usingmechnical means as per MORDtechnical speficiation 501.2.3.2

Crocodile crack and surfacetexture repair

Providing and laying pitching onslopes laid over prepared filtermedia including boulder apronlaid dry on front of theembankment complete as perdrawing and technicalspecification 2504 of MORTHstone/Boulder.

172

Sr.No.

Reference toMORD


Rate Through


15.21

P/Rmt. -- 0.20

Bleeding repair

Bleeding repair by applyingpressure dust to area of roadwhere bleeding of excessbitumen has accurred as perMORTH technical specification3004.4(spreading of bindingmaterial)

173

Sr.No.

Reference toMORTH

Specifications

Description Unit Labour Rate

Through Rate

Remarks

16.1 Grassing with large grasses (normal type)

Planting rooted slips of large stature grasses on slopes, including supplying clumps of appropriate grasses, splitting into slips, trimming roots, preparing lines, digging planting hole to a max of 5 cm depth with metal rod or wooden peg depending on nature of soil, planting slips at the rate of three perdrill at the specing specified, and subsequent watering (if necessary)

(i) On embankment slopes in plain areas and fill slopes <15°, drills at 10 cm spacings within the row; the first row is 0.75 m from the edge of the pavement and subsequent rows are spaced at 1 m intervals down the

Sqm. 6.85 24.95

(ii) On fill slopes of 15 to 34° and cut slopes upto 45° drills at 10 cm spacing within the row; rows spaced at 0.5 m intervals.

Sqm. 12.70 47.20

(iii) On cut slopes of 45 to 60°, drills at 10 cm spacings within the row; rows spaced at 0.25 m intervals.

Sqm. 22.60 89.70

16.2 Grassing with large grasses (large rhizomatous type, like samll bamboos)

Chapter 16BIO ENGINEERING ELEMENTS

180

Planting rooted rhizomes of large stature grasses on slopes, including supplying clumps of appropriate grasses, spliting into separate viable rhizome sections, trimming roots, preparing lines, digging planting hole to a max of 5 cm depth with metal rod or wooden peg depending on nature of soil planting rhizomes at the spacing specified, and subsequent watering (if necessary).

(i) On embankment slopes in plain areas and fill slopes <15°, plants at 10 cm spacings within the row; the first row is 0.75 m from the edge of the pavement and subsequent rows are spaced at 1 m intervals down the

Sqm. 6.85 14.10

(ii) On fill slopes of 15 to 34° and cut slopes upto 45° plants at 10 cm spacing within the row; rows spaced at 0.5 m intervals.

Sqm. 12.70 25.40

(iii) On cut slopes of 45 to 60°, plants at 10 cm spacings within the row; rows spaced at 0.25 m intervals.

Sqm. 22.60 46.15

16.3 Grassing with large grasses (heavy branching type)

180

Planting unrooted stem cuttings (minimum 3 nodes of viable stem) of large stature grasses on slopes, including supplying sterms of appropriate grasses, splitting into separate viable cuttings, preparing lines, digging planting hole to a max of 5 cm depth with metal rod or wooden peg depending on nature of soil, planting cuttings at the spacing specified, and subsequent watering (if necessary)

(i) On embankment slopes in plain areas and fill slopes <15°, cutting at 10 cm spacings within the row; the first row is 0.75 m from the edge of the pavement and subsequent rows are spaced at 1 m intervals down the embankment.

Sqm. 4.80 9.00

(ii) On fill slopes of 15 to 34° and cut slopes upto 45° cuttings at 10 cm spacing within the row; rows spaced at 0.5 m intervals.

Sqm. 12.70 19.35

(iii) On cut slopes of 45 to 60°, cutting at 10 cm spacings within the row; rows spaced at 0.25 m intervals.

Sqm. 22.60 34.05

16.4 Construction of live brush layers made with hardwood cuttingsPlanting unrooted hardwod cuttings (45 to 60 cm in length and 1.5 to 3.0 cm in diameter) of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging and forming trenches to specified dimensions and constructing brush layers.

180

(i) On fill and cut slopes < 34°, cuttings at 5 cm spacings within staggered double rows, set in shallow trenches 45 cm wide.

Rmt. 29.65 102.25

(ii) On fill and cut slopes of 34° to 45°, cuttings at 5 cm spacings within staggered double rows, set in shallow trenches 45 cm wide.

Rmt. 36.70 109.30

16.5 Construction of live pallsades made with hardwood cuttingsPlanting unrooted hardwood cuttings (45 to 60 cm in length and 1.5 to 3.0 cm in diameter) of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging holes to specified dimensions and forming palisades.

(i) On fill and cut slopes < 34°, cutting at 5 cm spacings within rows, set in individual vertical planting holes to 2/3 of the cutting depth.

Rmt. 18.35 54.65

(ii) On fill and cut slopes 34° to 45°, cutting at 5 cm spacings within rows, set in individual vertical planting holes to 2/3 of the cutting depth.

Rmt. 24.00 60.30

16.6 Construction of live fascines made with hardwood cuttingsPlanting unrooted hardwood cuttings (2.0 m in length and 3.0 to 8.0 cm in diameter) of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging trenches to specified dimensions and forming fascines.

180

On fill and cut slopes upto 40°, 8 cuttings per running metre tied in bundles so that the ends are staggered to give continuous overlap, set in trenches 20 cm in depth

Rmt. 36.70 52.20

Sub Analysis16.6 Collection of materials for bio-

engineering techniques that require live woody cuttings (brush layers, pallsades and fascines)Collection of hardwood cuttings from appropriate approved species, from sources within 1 km of the road, including trimming the sterms and making the cuttings, and transporting while wrapped in damp material

(i) Hardwood cuttings of 45 to 60 cm in length and 1.5 to 3.0 cm in diameter.

Each 0.30 1.50

Sub Analysis16.6 (i) Hardwood cuttings of 2.0 m

in length and 3.0 to 8.0 m in diameter.

Each 0.40 3.20

16.7 Supplying and stacking of well decayed farm yard manure at the site of work as per instructions by the Engineeer- in charge. The Farm yard manure shall be free from earth stone, brick bats and other extraneous stuff. The stacks of F.Y.M. Should be 50 cm in height having volume not less then 3.00 cum. The volume of the stacksshall be reduced by 8% for looseness to arrive at the net quantity for payment.

Per Cum

292.95 1,047.75

180

16.8 Bamboo tree guard 1.80 mtr. Hight with 30 cm dia with 4 Nos. verticals strips (length 1.80 mtr. Breadth 30 mm thickness 5mm) further weaving with different smaller size of verticals and circular strips. The weaved portion should be 125 cm having 3 rings at the top, bottom and middle portion. The first ring should be 55 cm above the 4 thick vertical strips i/c strengthening with barbed wire.

Each 30.80 62.55

16.9 Live crivewall fomation Provinding & fixing one metre high crib wall aling the destabilized slopes including fixing of 1.5 metre long pegs, 10 metres horizontal bamboo rooted plants, hardwood cuttings, watering, compacting and tyting with binding wire etc. complete as per direction of the Engineer-in Charge

Per Rmt.

69.30 920.40

180

Documents

Schedule (Chapter 1-16)