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DSR REPORT

Name Roads & Bridges Uttarakhand Year 2014-2015

PWD UTTRAKHAND

Chapter Name CARRIAGE OF MATERIALS (Based on MORD)

Rate In (Rs.)

UnitItem Description Rate

Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate,Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual

Means

1-1

cu.mLoading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building

Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a leadupto 30 m

74807 1-1-1 65.50

cu.mLoading of Earth, Sand, Stone chips,Moorum, Manure, Flyash by manual meansincluding a lead upto 30 m

74808 1-1-2 32.80

cu.mUnloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, BuildingRubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead

upto 30 m

74809 1-1-3 32.80

cu.mUnloading of Earth, Sand,Stone chips, Moorum, Manure, Flyash by manual means

including a lead upto 30 m74810 1-1-4 19.80

Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar,Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means

1-2

cu.mLoading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building

Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including alead upto 30 m

748111-2-1 39.50

cu.mLoading of Earth, Sand, Stone chips ,Moorum, Manure, Flyash by mechanicalmeans including a lead upto 30 m.

74812 1-2-2 20.50

cu.mUnloading of Earth, Sand,Stone chips, Lime, Moorum, Aggregate, Stone Boulder,Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone

for Masonry Work by mechanical means.

74813 1-2-3 7.80

Loading, Unloading and Stacking of Bricks by Manual Means1-3

1000 NosLoading of Bricks by manual means including a lead upto 30 m74814 1-3-1 108.30

1000 NosUnloading and Stacking of Bricks by manual means including a lead upto 30 m74815 1-3-2 108.30

Loading and Unloading of Cement by Manual Means1-4

tonneLoading of Cement by manual means including a lead upto 30 m74816 1-4-1 85.50

Block 94 Laksar (HARIDWAR)Rate Card Effective Date 16/05/2014

Roads & Bridges Uttarakhand - 2014-2015 - 16/05/2014

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Rate In (Rs.)


tonneUnloading of Cement by manual means including a lead upto 30 m74817 1-4-2 85.40

Loading and Unloading of Structural Steel and Steel Bars by manual means1-5

tonneLoading of Structural Steel, Steel Bars by manual means including a lead upto 30 m74818 1-5-1 93.40

tonneUnloading of Structural Steel, Steel Bars by manual means including a lead upto 30

m74819 1-5-2 93.40

Loading and Unloading of Bitumen Drums by Manual Means1-6

tonneLoading of Bitumen Drums by manual means including a lead upto 30 m74820 1-6-1 99.30

tonneUnloading of Bitumen Drums by Manual Means including a lead upto 30 m74821 1-6-2 88.80

Loading and Unloading of Timber by Manual Means1-7

tonneLoading of Timber by manual means including a lead upto 30 m74822 1-7-1 144.10

tonneUnloading of Timber by manual means including a lead upto 30 m74823 1-7-2 144.10

Loading and Unloading of C.C. Blocks, Kerb, etc.1-8

cu.mLoading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb,Channel, Bond Stone, etc. by manual means including a lead upto 30 m

74824 1-8-1 220.80

cu.mUnloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb,Channel, Bond Stone, etc. by manual means including a lead upto 30 m

74825 1-8-2 220.80

Loading and Unloading of Hume Pipes1-9

Loading of RCC Hume pipes by mechanical means including a lead upto 30 m1-9-1

Per Pipe1000 / 1200 mm dia Hume pipe74826 1-9-1-A 46.70

Per Pipe750 mm dia Hume pipe74827 1-9-1-B 28.00Per Pipe600/450 mm dia Hume pipe74828 1-9-1-C 20.00

Unloading of RCC Hume pipe by manual means including a lead upto 30 m1-9-2

Per Pipe1000/1200 mm dia RCC Hume pipes74829 1-9-2-A 236.10

Per Pipe750 mm dia Hume pipe74830 1-9-2-B 196.70

Per Pipe600/450 mm dia Hume pipe74831 1-9-2-C 147.60

Unloading of RCC Hume pipes by mechanical means including a lead upto 30 m1-9-3

Per Pipe1000/1200 mm dia Hume pipe74832 1-9-3-A 34.20

Per Pipe750 mm dia Hume pipe74833 1-9-3-B 20.50

Per Pipe600/450 mm dia Hume pipe74834 1-9-3-C 14.60

Haulage excluding Loading & Unloading

1-10



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Rate In (Rs.)


Haulage of materials by tipper excluding cost of loading, unloading and stacking(taking output 10t load and lead 10 km = 100 t.km)

Tonne.Km

Surfaced Road74835 1-10-1 3.70

Tonne.Km

Unsurfaced Gravel Road74836 1-10-2 4.50

Tonne.Km

Katcha Track and Track in River Bed/Nallah Bed and Choe Bed74837 1-10-3 9.00

Supply of Quarried stone and hand breaking1-11

cu.mSupply of quarried stone and hand breaking into coarse aggregate to Grading 1 (90

mm to 45 mm) as per Table 400.8 of Technical Specifications.74838 1-11-1 916.00


mm to 45 mm) as per Table 400.8 of Technical Specifications.74839 1-11-2 996.10


mm to 22.4 mm) as per Table 400.8 of Technical Specifications.74840 1-11-3 1,076.10

cu.mCrushing of stone boulders of 150 mm size in an integrated stone crushing unit of200 t/h capacity comprising of primary and secondary crushing units, belt conveyor

and vibrating screens to obtain stone aggregates 100 per cent passing through 53mm sieve as per Table 500.6 of Technical Specifications including the cost of stone.

74841 1-12 649.90

cu.mCrushing of stone boulders of 150 mm size in an integrated stone crushing unit of

200 t/h capacity comprising of primary and secondary crushing units, belt conveyorand vibrating screens to obtain stone aggregates 100 per cent passing through 22.4

mm sieve as per Table 500.6 of Technical Specifications including the cost of stone.

74842 1-13 749.30

cu.mCrushing of stone boulders of 150 mm size in an integrated stone crushing unit of200 t/h capacity comprising of primary and secondary crushing units, belt conveyor

and vibrating screens to obtain stone aggregates of 13.2 mm nominal size as perTable 500.9 of Technical Specifications including the cost of stone.

74843 1-14 883.20

cu.mCrushing of stone boulders of 150 mm size in an integrated stone crushing unit of

200 t/h capacity comprising of primary and secondary crushing units, belt conveyorand vibrating screens to obtain stone aggregates of 9.5 mm nominal size as per

Table 500.9 of Technical Specifications including the cost of stone.

74844 1-15 883.20

Setting Out1-16

kmThe rate analysis for a typical benchmark as per Drawing 200.174845 1-16-5 3,391.90

kmThe rate analysis for a typical reference pillar as per Drawing 200.274846 1-16-6 1,529.40

S ecification:



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Rate In (Rs.)


eachGirth above 1800 mm to 2700 mm74856 2-3-A-4 1,162.20


eachGirth above 4500 mm74858 2-3-A-6 7,122.10

Lead upto 1000 m2-3-B

eachGirth above 300 mm to 600 mm74859 2-3-B-1 182.70



eachGirth above 1800 mm to 2700 mm74862 2-3-B-4 1,203.10


eachGirth above 4500 mm74864 2-3-B-6 6,895.10

Uprooting and Removing Stumps & Roots

Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of

servicable material by manual means as per Technical Specification Clause 201.

2-4

Lead upto 100 m2-4-A

eachGirth above 300 mm to 600 mm74865 2-4-A-1 110.80





eachGirth above 4500 mm74870 2-4-A-6 4,171.10

Lead upto 1000 m2-4-B






eachGirth above 4500 mm74876 2-4-B-6 4,227.90Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other

structure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material, disposal

of unserviceable material and stacking the serviceable material with all lifts and lead

2-5



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Rate In (Rs.)


of 1000 m as per Technical Specification Clause 202.

By Manual Means2-5-1

cu.mLime Concrete74877 2-5-1-A 262.40

metreCement Concrete74878 2-5-1-B 315.80

cu.mReinforced Cement Concrete74879 2-5-1-C 892.30

By Mechanical Means2-5-2

cu.mCement Concrete74880 2-5-2-A 383.70

cu.mReinforced Cement Concrete74881 2-5-2-B 683.80

Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls and other

structures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as per

Technical Specification Clause 202.

2-6

cu.mLime mortar74882 2-6-A 155.70

cu.mCement mortar74883 2-6-B 209.10cu.mMud Mortar74884 2-6-C 134.40

cu.mDry Brick Pitching or Brick Soling74885 2-6-D 123.70

Dismantling stone masonry

Dismantling of existing structures like culverts, bridges, retaining walls and other

structure comprising of stone masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as per


2-7

cu.mRubble Stone Masonry in Lime Mortar74886 2-7-A 177.10

cu.mRubble Stone Masonry in Cement Mortar74887 2-7-B 209.10

cu.mRubble Stone Masonry in Mud Mortar74888 2-7-C 155.70

cu.mDry Rubble Masonry74889 2-7-D 145.10

cu.mDismantling Stone Pitching / Dry Stone Spalls74890 2-7-E 134.40

cu.mDismantling boulders laid in wire crates including opening of crates and stackingdismantled materials

74891 2-7-F 155.70

cu.mWood work wrought and planed fixed in frames of trusses upto a height of 5m

above plinth level

74892 2-8 455.40

Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth

Level excluding Cutting of rivet as per Technical Specification Clause 202.

2-9

tonneIncluding dismembering74893 2-9-A 1,213.30



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Rate In (Rs.)


tonneExcluding dismembering74894 2-9-B 830.50

eachExtra over Items (A) and (B) for cutting rivets74895 2-9-C 9.70

Nos.Scraping of bricks dismantled from brick work including stacking as per TechnicalSpecification Clause 202.

74896 2-10 0.90

cu.mScraping of Stone from Dismantled Stone Masonry as per Technical SpecificationClause 202.

74897 2-11 374.60

sq.mScraping Plaster in Lime or Cement Mortar from Brick / Stone Masonry as perTechnical Specification Clause 202.74898

2-12 11.40

Removing all types of Hume pipes and stacking within a lead of 1000 m includingEarthwork and Dismantling of Masonry Works as per Technical Specification

Clause 202.

2-13

metreUpto 600 mm dia Hume pipe74899 2-13-A 138.50

metreAbove 600 mm to 900 mm dia Hume pipe74900 2-13-B 187.30

metreAbove 900 mm dia Hume pipe74901 2-13-C 320.60

Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead

of 100 m, stacking serviceable and unserviceable materials separately as perTechnical Specification Clause 202

2-14


cu.mBituminous Courses74902 2-14-1-A 486.30

cu.mGranular Courses74903 2-14-1-B 341.60


cu.mBituminous Courses74904

2-14-2-A 168.60

cu.mDismantling of Cement Concrete Pavements

Dismantling of cement concrete pavements by mechanical means using pneumatictools breaking to pieces not exceeding 0.02 cum in volume and stock piling at

designated locations and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately

74905 2-15 1,730.90

metreDismantling Guard Rails

Dismantling guard rails by manual means and disposal of dismantled material withall lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable

materials separately as per Technical Specification Clause 202.

74906 2-16 51.40

metreDismantling Kerb Stones

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.

74907 2-17 8.50

metreDismantling Kerb Stone Channels

74908 2-18 13.00



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Rate In (Rs.)


Dismantling kerb stone channels by manual means and disposal of dismantledmaterial with all lifts and upto a lead of 1000 m as per Technical Specification

Clause 202.

Dismantling Kilometre Stones

Dismantling of kilometre stones including cutting of earth, foundation and disposalof dismantled material with all lifts and lead upto 1000 m and backfilling of pit as

per Technical Specification Clause 202.

2-19

each5th km Stone74909 2-19-A 234.10

eachOrdinary km Stones74910 2-19-B 151.50

each200 m Stones74911 2-19-C 31.20

metreDismantling of Fencing

Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation

concrete, backfilling of pit by manual means including disposal of dismantledmaterial with all lifts and upto a lead of 1000 m, stacking serviceable material and

unserviceable material separately as per Technical Specification Clause 202.

74912 2-20 39.90

metreDismantling of CI Water Pipe Line

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts andlead upto 1000 m and stacking of serviceable material and unserviceable materialseparately under supervision of concerned department as per Technical Specification

Clause 202.

74913 2-21 97.20

metreRemoval of Cement Concrete Pipe of Sewer Gutter

Removal of cement concrete pipe of sewer gutter 1500 mm dia under thesupervision of concerned department including disposal with all lifts and upto a lead

of 1000 m and stacking of serviceable and unserviceable material separately butexcluding earth excavation and dismantling of masonry works as per Technical

Specification Clause 202.

74914 2-22 124.60

Specification:



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Chapter Name EARTHWORK, EROSION CONTROL AND DRAINAGE (Based on MORD)

Rate In (Rs.)UnitItem Description Rate

Preparation of Foundation for Embankmentby manual means3-1

sq.mScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified

material with a lift upto 3 m and leads upto 1000 m as per Technical SpecificationClause 301.4. 1

74915 3-1-1 14.10

Preparation of Foundation for Embankment by mechanical means.3-2

sq.mScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical

MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal

of scarified material with a lift upto 3 m and lead upto 1000 m as per TechnicalSpecification Clause 301.4.

74916 3-2-1 4.20

cu.mConstruction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from

roadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as per

Technical Specification Clause 301.5

74917 3-3 51.70

cu.mConstruction of embankment with approved material obtained from borrow pits(including cost of compensation for earth taken from private land) with a lift upto

1.5 m, transporting to site, spreading, grading to required slope and compacting to

meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause301.5

74918 3-4 308.50

Excavation in Cutting in Soil3-5

cu.mExcavation in Soil with Dozer with lead upto 100 m :Excavation for roadway insoil by mechanical means including cutting and pushing the earth to site of

embankment upto a distance of 100 m, including trimming bottom and side slopes inaccordance with requirements of lines, grades and cross-sections.

74919 3-5-1 35.90

cu.mExcavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000m: Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket

capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross-sections, and transporting

to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

74920 3-5-2 34.20

cu.mExcavation in Marshy SoilExcavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucketcapacity including cutting and loading in tippers and disposal with a lift upto 1.5 m

and lead upto 1000 m, trimming of bottom and side slopes in accordance withrequirements of lines, grades and cross- sections as per Technical Specification

Clause 302.3.6.

74921 3-6 44.70



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Rate In (Rs.)


cu.mRemoval of Unsuitable Soil with Disposal

Removal of unsuitable soil including excavation, loading and disposal upto 1000mlead but excluding compaction ground supporting embankment subgrade

replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 asper Technical Specification Clause 302.3.11

74922 3-7 34.20

Excavation in ordinary Rock3-8

cu.mExcavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal

upto 1000 m

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucketcapacity including cutting and loading in tippers, transporting to embankment site

with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes inaccordance with requirements of lines, grades and cross-sections as per Technical

Specification Clause 302.3.5

74923 3-8-2 52.50

cu.mExcavation in Ordinary Rock with Dozer with lead upto 100 m Excavationfor roadway in ordinary rock by deploying a dozer D-50 including cutting and

pushing the cut earth to site of embankment upto a distance of 100 m (average lead50 m), trimming bottom and side slopes in accordance with the requirements of

lines, grades and cross-sections with lift upto 1.5 m.

74924 3-8-1 40.30

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m3-9

cu.mExcavation in Hard Rock (requiring blasting) with disposal upto 1000 m

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting andbreaking, trimming of bottom and side slopes in accordance with requirements of

lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5

m and leads upto 1000 m as per Technical Specification Clause 302.3.5

74925 3-9-1 50.60

Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers

including breaking rock, loading in tippers and disposal with a lift upto 1.5 m andlead upto 1000 metres, trimming bottom and side slopes in accordance with

requirements of lines, grades and cross- sections as per Technical SpecificationClause 302.3.5

3-9-2

cu.mMechanical Means74926 3-9-2-B 175.70

cu.mExcavation in Hard Rock (controlled blasting) with disposal upto 1000 mExcavation for roadway in hard rock with controlled blasting by drilling, blasting

and breaking, trimming of bottom and side slopes in accordance with requirements

of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

74927 3-9-3 75.60

cu.mStripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)Stripping,

storing and preservation of top soil by keeping it damp in stock piles and keep wettill it is used by road side at 15 m internal and re-application on embankment slopes,

cut slopes and other areas in localities where the available embankment material is

74928 3-10 149.80



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Rate In (Rs.)


not conducive to plant growth as per Technical Specification Clause 302.3.2

cu.mStripping, Storing and Relaying Top Soil from Borrow Areas in Agricultural Fields

Stripping of top soil from borrow areas located in agriculture fields, storing at a

suitable place, spreading and relaying after taking the borrow earth to maintainfertility of the agricultural field, finishing it to the required levels to the satisfaction

of the farmer/land owner as per Technical Specification Clause 302.3.2.

74929 3-11 121.80

sq.mTurfing with Sods

Furnishing and laying of the live sods of perennial turf forming grass onembankment slope, verges or other locations shown on the drawing or as directed

by the Engineer including preparation of ground, fetching of sods and watering asper Technical Specification Clause 309.

74930 3-12 75.60

sq.mSeeding and Mulching

Preparation of seed bed on previously laid top soil, furnishing and placing of seeds,fertilizer, mulching material, applying bituminous emulsion @ 0.23 litre per sqm

and laying and fixing jute netting, including watering for 3 months all as per Technical Specification Clause 310.

74931 3-13 119.90

cu.mConstruction of subgrade and earthen shoulders with approved material obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, grading to

required slope and compacted to meet requirements of Table 300.2 with lead upto1000mas per Technical Specification Clause 303.1.

74932 3-14 325.10

Compacting Original Ground3-15

cu.mCompacting original ground supporting embankment

Loosening, Levelling and Compacting original ground supporting embankment tofacilitate placement of first layer of embankment, scarified to a depth of 150 mm,

mixed with water at OMC and then compacted by rolling so as to achieve minimum

dry density as given in Tables 300.1 and 300.2 for embankment construction as perTechnical Specification Clause 301.4.1.

74933 3-15-1 16.60

cu.mCompacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered,

graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 forsubgrade construction as per Technical Specification Clause 303.5.2.

74934 3-15-2 48.30

sq.mRepairs of damages caused by rain/spillage of waterPreparation and surface treatment of formation by removing mud and slurry,

watering to the extent needed to maintain the desired moisture content, trimming tothe required line, grade, profile and rolling with three wheel 80-100 kN static roller,

complete as per Technical Specification Clause 301.5.5.1

74935 3-16 1.70

sq.mPresplitting Rock Excavation Slopes

Carrying out excavation in hard rock to achive a specified slope of the rock face bycontrolled use of explosives and blasting accessories in properly aligned and spaced

drill holes, collection of the excavated rock by a D-50 dozer, loading in tipper by a

74936 3-17 100.90



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Chapter Name GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS (Based on MORD)


Granular Sub-base with Well Graded Material (Table 400.1)4-1

By Mix in Place Method

Construction of granular sub-base by providing well graded material, spreading in

uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with smooth wheel roller to

achieve the desired density, complete as per Technical Specification Clause 401.

4-1-A

cu.mFor Grading I Material74945 4-1-A-1 1,377.00

cu.mFor Grading II Material74946 4-1-A-2 1,373.80

cu.mFor Grading III Material74947 4-1-A-3 1,375.70

Plant Mix MethodConstruction of granular sub-base by providing well graded material, mixing in a

mechanical mix plant at OMC, carriage of mixed material to work site upto lead of1000 m spreading in uniform layers with motor grader on prepared surface and

compacting with smooth wheel roller to achieve the desired density, complete as

per Technical Specification Clause 401

4-1-B

cu.mFor Grading I Material74948 4-1-B-1 1,489.50

cu.mFor Grading II Material74949 4-1-B-2 1,492.10

cu.mFor Grading III Material74950 4-1-B-3 1,492.10

Gravel/Soil-Aggregate Base (Table 400.2) Grading A4-2

cu.mGravel/Soil-Aggregate Base (Table 400.2) Grading A

Construction of gravel/soil-aggregate base by providing well graded material,

spreading in uniform layers with motor grader on prepared surface, mixing by mixin place method with rotavator at OMC, and compacting with three wheel 80-100kN static roller to achieve the desired density, complete as per Technical

Specifications Clause 402

74951 4-2-1 1,375.20

cu.mGravel/Soil-Aggregate Base (Table 400.2) Grading BConstruction of granular sub-base by providing well graded material, spreading in

uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kN static

roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

74952 4-2-2 1,375.20

cu.mGravel/Soil-Aggregate Base (Table 400.2) Grading CConstruction of granular sub-base by providing well graded material, spreading in

uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kN static

roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

74953 4-2-3 1,375.20



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Rate In (Rs.)


cu.mGravel/Soil-Aggregate Surface Course (Table 400.3)

Construction of granular surface course by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC, and compacting with three wheel 80-100kN static roller capacity to achieve the desired density, complete as per Technical

Specification Clause 402

74954 4-3 1,311.20

Lime Stabilisation for Improving Subgrade

Laying and spreading available soil in the subgrade on a prepared surface,

pulverising, mixing the spread soil in place with rotavator with 2 per cent slakedlime having minimum 70 per cent of contents of CaO, grading with motor grader

and compacting with the smooth wheel road roller at OMC to the desired density toform a layer of improved Sub-grade as per Technical Specification Cluase 403.

4-4

cu.mBy Manual Means74955 4-4-A 333.40

cu.mBy Mechanical Means74956 4-4-B 337.30

cu.mLime Treated Soil for Sub-BaseProviding, laying and spreading soil on a prepared sub-grade, pulverising, mixing

the spread soil in place with rotavator with 4 per cent slaked lime with minimumcontent of 50 per cent of CaO, grading with motor grader and compacting with the

road roller at OMC to achieve atleast 98 per cent of the max dry density to form alayer of sub-base as per Technical Specification Clause 403.

74957 4-5 621.20

cu.mCement Treated Soil Sub-Base/BaseProviding, laying and spreading soil on a prepared sub-grade, pulverising, adding

the designed quantity of cement to the spread soil, mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to

achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.

74958 4-6 700.60

Water Bound Macadam Sub-base/base4-7WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to

water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade

and camber, applying and brooming, stone screening/binding materials to fill-up theinterstices of coarse aggregate, watering and compacting to the required density

Grading 1 as per Technical Specification Clause 404.

4-7-1

cu.mBy Manual Means74959 4-7-1-A 1,861.70

cu.mBy Mechanical Means74960 4-7-1-B 1,743.30

WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to

water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone screening/binding materials to fill-up the

4-7-2



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interstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per Technical Specification Clause 405.



WBM Grading 3

Providing, laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone screening to fill-up the interstices of coarseaggregate, watering and compacting to the required density Grading 3 as perTechnical Specification Clause 405.

4-7-3



Water Bound Macadam with Crushable Screenings4-8

WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to

water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade

and camber, applying and brooming, crushable screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 1 as per


4-8-1



WBM Grading 2


packing, rolling with three wheel 80-100 kN static roller in stages to proper gradeand camber, applying and brooming, crushable screening to fill-up the interstices of

coarse aggregate, watering and compacting to the required density Grading 2 as perTechnical Specification Clause 405.

4-8-2



WBM Grading 3


packing, rolling with three wheel 80-100 kN static roller in stages to proper gradeand camber, applying and brooming, crushable screening to fill-up the interstices of

coarse aggregate, watering and compacting to the required density Grading 3 as perTechnical Specification Clause 405.

4-8-3




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cu.mWet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the material with water at OMC in

mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniform layers in sub-base/base course on a well prepared sub-base and compacting

with smooth wheel roller of 80 to 100kN weight to achieve the desired densityincluding lighting, barricading and maintenance of diversion, etc as per Tables

400.11 & 400.12 and Technical Specification Clause 406.

74971 4-9 1,998.00

Construction of Shoulders as per Technical Specification Clause 407.4-10

Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal Construction of granular sub-base by providing local material

spreading in uniform layers with motor grader on prepared surface, mixing by mixin place method with rotavator at once and compacting with smooth wheel roller to

achieve the desired density complete as per Clause 401.4 as per TechnicalSpecification Clause 408.

4-11

cu.mUsing naturally occuring gravel74972 4-11-1 453.10

cu.mUsing Gravel mix soil using74973 4-11-2 451.30

cu.mConstruction of Water Bound Macadam using locally available material (Table

400.13)

Providing, laying spreading and compacting local material in block or large discreteparticles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound

macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade and

camber, applying and brooming requisite type of screening /binding materials tofill-up the interstices of laid material watering and compacting to the required

density as per Clause 405.3 and Technical Specification Cluase 408.

74974 4-12 496.30

cu.mLime-Flyash Stablised Soil Sub-baseConstruction of sub-base using lime-flyash admixture with granular soil, free from

organic matter/deleterious material or clayey silts and low plasticity clays having PIbetween 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at

site or pre-slaked with CaO content not less than 50 per cent, flyash to conform togradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10

to 30 per cent, the minimum un-confined compressive strength and CBR value after28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all

as specified in IRC:88 including a lead upto 1000 m as per Technical Specification

Cluase 409.

74975 4-13 703.60

cu.mConstruction of Sub-base/Course Using Crushed Slag as per Table

400.19Construction of Sub-base by providing crushed slag spreading in uniformlayer with motor grader on prepared surface mixing by mix-in-place method with

Rotavator @ OMC, and compacting with three wheel 80-100 kN static roller toachieve the desired density complete as per Technical Specifications Cluase 402.4

74976 4-14 1,071.90



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and 410.3.2

cu.mWater Bound Macadam using crushed slagProviding, laying, spreading and compacting crushed slag to water Bound Macadam

specification including spreading in uniform thickness, hand packing rolling withsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and

brooming requisite type of screening/binding materials to fill up the interstees ofcrushed slag watering and compacting to the required density as per Clause 405.3

and Technical Specification Cluase 410.3.2.

74977 4-15 1,576.60

cu.mCement Bound Granular Material sub-base/base

Providing laying and spreading granulated blast furnace slag on a preparedsub-grade pulverising adding the designed quantitity of cement to the spread

granulated blast furnace slag mixing in place with rotavator grading with the mortargrader and compacting with smooth wheel roller 80-100 kN at OMC to achieve the

desired unconfined compressive strength and to form a layer of sub-base/base as per

Technical Specification Clauses 404.3 and 410.4.2.

74978 4-16 692.60

Crusher Run Macadam Base

Providing crushed run stone aggregate greading conforming to table 400.20depositing on a prepared surface by hauling vehicles, spreading and mixing with a

motor grader, watering and compacting with a three wheel 80-100 kN static rolleras per Technical Specification Clause 411 to form a layer of sub-base/base

4-17

By mix-in-place method4-17-A

cu.mWith 53 mm maximum size of aggregates74979 4-17-A-1 1,572.60

cu.mWith 37.5 mm maximum size of aggregates74980 4-17-A-2 1,866.70

By mixing plant method4-17-B

cu.mWith 53 mm maximum size of aggregates74981 4-17-B-1 1,886.00

cu.mWith 37.5 mm maximum size of aggregates74982 4-17-B-2 1,997.00

sq.mBrick Soling

Laying brick soling layer on prepared sub-grade with brick on end edging accordingto lines, graded and cross-section shown on the drawing filling joints with sand and

earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliingthe same with three wheel road roller 80-100 kN as per Technical Specification

Clause 412

74983 4-18 507.70

sq.mStone Set Pavement

Providing and laying stone set pavement on prepared surface with sub-base 100 mm

thick compacted Granular Sub-base as per Clause 401.4 and base 75 mm thickcompacted water bound macadam grading 2 as per Clause 405.3. The 150 mm thick

hammer desired stones are laid in the herring one or stretched bond pattern. Thestones are compacted into the bedding sand of 40 mm over the WBM base bounded

by edge stone using suitable compacting device. The gaps are filled with fine sandstone dust as per Technical Specification Clause 413.4

74984 4-19 1,809.20



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Water Bound Macadam Sub-base/base without screening material (As per PWD

Uttarakhand Specification)

4-20

cu.mProviding, laying, spreading & compaction of stone aggregates of specific sizes to

WBM specifications including spreading in uniform thickness, hand packing, rollingwith power roller 8-10 tonn in stages to proper grade & camber, applying &

brooming requisite type of binding material to fill up the intristices of coarseaggregates,watering & rolling, making necessary earthen bund to protect edges

lighting, guarding & barricadings, & maintenance of diversions etc.[Grading ofno-1] (45-90 mm size).

74985 4-20-1 1,512.20

cu.mProviding, laying, spreading & compaction of stone aggregates of specific sizes to

WBM specifications including spreading in uniform thickness, hand packing, rollingwith power roller 8-10 tonn in stages to proper grade & camber, applying &

brooming requisite type of binding material to fill up the intristices of coarseaggregates,watering & rolling making necessary earthen bund to protect edges

lighting, guarding & barricatings, &maintenance of diversions etc.[Grading of no-2](45-63 mm size).

74986 4-20-2 1,594.30

cu.mProviding, laying, spreading & compaction of stone aggregates of specific sizes toWBM specifications including spreading in uniform thickness, hand packing, rolling

with power roller 8-10 tonn in stages to proper grade & camber, applying &brooming requisite type of binding material to fill up the intristices of coarse

aggregates,watering & rolling making necessary earthen bund to protect edgeslighting, guarding & barricatings, &maintenance of diversions etc.[Grading of no-3]

(22.4 - 53 mm size).

74987 4-20-3 1,656.70

Specification:



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Chapter Name BASES AND SURFACE COURSES (BITUMINOUS) (Based on MORD)


Prime Coat5-1

sq.mLow porosity

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared

surface of granular base including cleaning of road surface and spraying primer atthe rate of 0.70 kg/sqm using mechanical means as per Technical Specification

Clause 502

74988 5-1-1 31.60

sq.mLow porosityProviding and applying primer coat with bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and spraying primer at

the rate of 1.00 kg/sqm using mechanical means as per Technical SpecificationClause 502

74989 5-1-2 44.40

sq.mMedium porosityProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared


Clause 502.

74990 5-1-3 40.30

sq.mMedium porosity

Providing and applying primer coat with Bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and spraying primer at

the rate of 1.20 kg/sqm using mechanical means as per Technical Specification

Clause 502.

74991 5-1-4 53.20

sq.mHigh porosity

Providing and applying primer coat with Bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and spraying primer at

the rate of 1.2kg/sqm using mechanical means as per Technical Specification Clause502.

74992 5-1-5 53.30

sq.mHigh porosityProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared


Clause 502.

74993 5-1-6 66.20

Tack Coat5-2

sq.mProviding and applying tack coat with bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned

with hydraulic broom as per Technical Specification Clause 503.

74994 5-2-1 10.30

sq.mProviding and applying tack coat with bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned

with hydraulic broom as per Technical Specification Clause 503.

74995 5-2-2 12.50

sq.mProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion

distributor at the rate of 0.25 kg per sqm on the prepared dry and hungry bituminous74996 5-2-3 12.50



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surface cleaned with hydraulic broom as per Technical Specification Clause 503.

sq.mProviding and applying tack coat with bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous

surface cleaned with hydraulic broom as per Technical Specification Clause 503.

74997 5-2-4 14.80

sq.mProviding and applying tack coat with bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated

with primer & cleaned with hydraulic broom as per Technical Specification Clause503.

74998 5-2-5 12.50

sq.mProviding and applying tack coat with bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated

with primer & cleaned with hydraulic broom as per Technical Specification Clause503.

74999 5-2-6 14.80

sq.mProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion

pressure distributor at the rate of 0.30 kg per sqm on the prepared non-bituminoussurfaces (cement concrete pavement) cleaned with Hydraulic broom as per


75000 5-2-7 14.80

sq.mProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsionpressure distributor at the rate of 0.35 kg per sqm on the prepared non-bituminoussurfaces (cement concrete pavement)cleaned with Hydraulic broom as per Technical


75001 5-2-8 17.00

Providing and laying bituminous macadam with 60-90 TPH hot mix plant producing

an average output of 75 tonnes per hour using crushed aggregates of specifiedgrading premixed with bituminous binder, transported to site, laid over a previously

prepared surface with paver finisher to the required grade, level and alignment androlled as per clauses 501.6 and 501.7 to achieve the desired compaction

5-3

Bituminous Macadam using VG 10 (80/100 Pen. Grade) Bitumen5-3-1

Bituminous Macadam Grading I (40 mm) using VG - 10 Grade Bitumen5-3-1-1

cu.mBituminous Macadam (Grading I) using 3.1% VG-10 Bitumen(By weight of total

mix)75002 5-3-1-1-1 6,737.50


mix)75003 5-3-1-1-2 6,985.50


mix)75004 5-3-1-1-3 7,109.40

Bituminous Macadam Grading II (19 mm) using VG - 10 grade bitumen5-3-1-2

cu.mBituminous Macadam (Grading II) using 3.3% VG-10 Bitumen(By weight of totalmix)

75005 5-3-1-2-1 6,985.50

cu.mBituminous Macadam (Grading II) using 3.4% VG-10 Bitumen(By weight of totalmix)

75006 5-3-1-2-2 7,109.40



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Rate In (Rs.)


cu.mBituminous Macadam (Grading II) using 3.5% VG-10 Bitumen(By weight of total

mix)75007 5-3-1-2-3 7,233.40

Bituminous Macadam using VG 30 (60/70 Pen. Grade) Bitumen5-3-2

Bituminous Macadam Grading I (40 mm) using VG - 30 Grade Bitumen5-3-2-1


mix)75008 5-3-2-1-1 6,809.70


mix)

75009 5-3-2-1-2 7,062.20


mix)75010 5-3-2-1-3 7,188.50

Bituminous Macadam Grading II (19 mm) using VG - 30 Grade Bitumen5-3-2-2

cu.mBituminous Macadam (Grading II) using 3.3% VG-30 Bitumen75011 5-3-2-2-1 7,062.20



Built-Up Spray GroutProviding, laying and rolling of built-up spray grout layer over prepared baseconsisting of a two layer composite construction of crushed coarse aggregates using

motor grader for aggregates. Key stone chips spreader may be used with applicationof bituminous binder after each layer, and with key aggregates placed on top of the

second layer to serve as a base, conforming to the line, grades and cross-section

specified, the compacted layer thickness being 75 mm as per Technical SpecificationClause 505.

5-4

By Manual Means5-4-A

sq.mBitumen (S-90)75014 5-4-A-1 371.90

sq.mBitumen (S-65)75015 5-4-A-2 375.10

sq.mBy Mechanical Means75016 5-4-B 331.30

Modified Penetration Macadam

Construction of penetration macadam over prepared base by providing a layer ofcompacted crushed coarse aggregate using chips spreader with alternate applications

of bituminous binder and key aggregates and rolling with a three wheel 80-100 kNstatic roller to achieve the desired degree of compaction as per Technical


5-5

50 mm thick5-5-A

sq.mBitumen (S-90)75017 5-5-A-1 190.80

75 mm thick5-5-B

sq.mBitumen (S-90)75018 5-5-B-1 236.30



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Rate In (Rs.)


sq.mBitumen (S-65)75019 5-5-B-2 177.80

Surface Dressing using Bituminous (Penetrations grade / modified bitumen) BinderProviding and laying surface dressing as wearing course consisting of a layer of

bituminous binder laid on the prepared surface, followed by a cover of crushed stone

aggregates of specified size and rolling with three wheel 80-100 kN static rollerincluding cleaning the road surface as per Technical Specification Clause 507.

5-6

By Manual Means Case I: Nominal chipping size 13.2 mm5-6-A

Case I: Nominal chipping size 13.2 mm5-6-A-1

sq.mBitumen (S-90)75020 5-6-A-1-1 91.70

sq.mBitumen (S-65)75021 5-6-A-1-2 92.80

sq.mPolymer Modified Bitumen75022 5-6-A-1-3 74.20

sq.mCrumb Rubber Modified Bitumen75023 5-6-A-1-4 94.80

sq.mNatural Rubber Modified Bitumen75024 5-6-A-1-5 77.80

Case II: Nominal chipping size 9.5 mm5-6-A-2

sq.mBitumen (S-90)75025 5-6-A-2-1 81.00

sq.mBitumen (S-65)75026 5-6-A-2-2 81.90

sq.mPolymer Modified Bitumen75027 5-6-A-2-3 65.30

sq.mCrumb Rubber Modified Bitumen75028 5-6-A-2-4 83.70

sq.mNatural Rubber Modified Bitumen75029 5-6-A-2-5 68.50

By Mechanical Means5-6-B

Case I: Nominal chipping size 13.2 mm5-6-B-1

sq.mBitumen (S-90)75030 5-6-B-1-1 75.80

sq.mBitumen (S-65)75031 5-6-B-1-2 76.80

sq.mPolymer Modified Bitumen75032 5-6-B-1-3 58.30

sq.mCrumb Rubber Modified Bitumen75033 5-6-B-1-4 78.80

sq.mNatural Rubber Modified Bitumen75034 5-6-B-1-5 61.90

Case II: Nominal chipping size 9.5 mm5-6-B-2

sq.mBitumen (S-90)75035 5-6-B-2-1 67.10

sq.mBitumen (S-65)75036 5-6-B-2-2 68.10



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Rate In (Rs.)


sq.mPolymer Modified Bitumen75037 5-6-B-2-3 51.40

sq.mCrumb Rubber Modified Bitumen75038 5-6-B-2-4 69.90

sq.mNatural Rubber Modified Bitumen75039 5-6-B-2-5 54.70

Surface Dressing using Bitumen Emulsion

Providing and laying surface dressing as wearing course consisting of a layer of

bitumen emulsion laid on the prepared surface, followed by a cover of crushed stonechippings of specified size and rolling with 80-100 kN roller including cleaning the

road surface as per Technical Specification Clause 507.

5-7


sq.mCase I: Nominal aggregate size 13.2 mm75040 5-7-A-1 102.20

sq.mCase II: Nominal chipping size 9.5 mm75041 5-7-A-2 92.50


sq.mCase I: Nominal chipping size 13.2 mm75042 5-7-B-1 85.50

sq.mCase II: Nominal chipping size 9.5 mm75043 5-7-B-2 78.20

Pre-coating ChipsPre-coating of chips with 1 per cent of paving bitumen by weight of chips in asuitable mixer duly heated to 160 degree C as per Technical Specification Clause

507.2.5

5-8

cu.mBitumen (S-90)75044 5-8-1 1,413.90

cu.mBitumen (S-65)75045 5-8-2 1,430.90

20mm thick Open-Graded Premix Carpet using Bituminous (penetrationgrade/modified bitumen) BinderProviding, laying and rolling of open-graded premix

carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either usingpenetration grade bitumen or emulsion to required line, grade and level to serve as

wearing course on a previously prepared base, including mixing in a suitable plant,laying and rolling with a three wheel 80-100 kN static roller capacity, finished to

required level and grades to be followed by seal coat of either Type A or Type B orType C as per Technical Specification Clause 508.

5-9

Case - I By Manual Means5-9-1

sq.m20 mm thick open graded premix carpet using Bitumen (S-90)75046 5-9-1-1 150.40

sq.m20 mm thick open graded premix carpet using Bitumen (S-65)75047 5-9-1-2 151.90

sq.m20 mm thick open graded premix carpet using Polymer Modified Bitumen75048 5-9-1-3 124.90

sq.m20 mm thick open graded premix carpet using Crumb Rubber Modified Bitumen75049 5-9-1-4 154.90

sq.m20 mm thick open graded premix carpet using Natural Rubber Modified Bitumen75050 5-9-1-5 130.10

Case - II By Mechanical Means5-9-2



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Rate In (Rs.)


sq.mBitumen (S-90)75051 5-9-2-1 146.70

sq.mBitumen (S-65)75052 5-9-2-2 148.20

sq.mPolymer Modified Bitumen75053 5-9-2-3 121.20

sq.mCrumb Rubber Modified Bitumen75054 5-9-2-4 151.20

sq.mNatural Rubber Modified Bitumen75055 5-9-2-5 126.40

sq.m20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical

Specification Clause 508.2

75056 5-10 141.20

Mix Seal Surfacing

Providing, laying and rolling of close-graded premix surfacing material of 20 mmthickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm

(Type-B) aggregates using penetration grade bitumen to required line, grade andlevel to serve as wearing course on a previously prepared base, including mixing in

a suitable plant, laying and rolling with a three wheel 8-10 kN static roller andfinishing to required level and grades as per Technical Specification Clause 509

5-11


Type A5-11-1-A

sq.mBitumen (S-90)75057 5-11-1-A-1 205.20

sq.mBitumen (S-65)75058 5-11-1-A-2 207.50

sq.mPolymer Modified Bitumen75059 5-11-1-A-3 166.80

sq.mCrumb Rubber Modified Bitumen75060 5-11-1-A-4 211.90

sq.mNatural Rubber Modified Bitumen75061 5-11-1-A-5 174.60

Type B5-11-1-B

sq.mBitumen (S-90)75062 5-11-1-B-1 187.90

sq.mBitumen (S-65)75063 5-11-1-B-2 190.00

sq.mPolymer Modified Bitumen75064 5-11-1-B-3 154.80

sq.mCrumb Rubber Modified Bitumen75065 5-11-1-B-4 193.80

sq.mNatural Rubber Modified Bitumen75066 5-11-1-B-5 161.60


Type A5-11-2-A

sq.mBitumen (S-90)75067 5-11-2-A-1 189.30

sq.mBitumen (S-65)75068 5-11-2-A-2 191.60

sq.mPolymer Modified Bitumen75069 5-11-2-A-3 150.90



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Rate In (Rs.)


sq.mCrumb Rubber Modified Bitumen75070 5-11-2-A-4 196.10

sq.mNatural Rubber Modified Bitumen75071 5-11-2-A-5 158.80

Type B5-11-2-B

sq.mBitumen (S-90)75072 5-11-2-B-1 172.10

sq.mBitumen (S-65)75073 5-11-2-B-2 174.20

sq.mPolymer Modified Bitumen75074 5-11-2-B-3 139.00

sq.mCrumb Rubber Modified Bitumen75075 5-11-2-B-4 178.00

sq.mNatural Rubber Modified Bitumen75076 5-11-2-B-5 145.80

Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the

specified levels, grade and cross fall using Type A, Type B and Type C as per

Technical Specification Clause 510

5-12


Case - I : Type A5-12-A-A

sq.mSeal coat using Bitumen (S-90)75077 5-12-A-A-1 76.50

sq.mSeal coat using Bitumen (S-65)75078 5-12-A-A-2 77.60

sq.mSeal coat using Polymer Modified Bitumen75079 5-12-A-A-3 59.40

sq.mSeal coat using Crumb Rubber Modified Bitumen75080 5-12-A-A-4 79.50

sq.mSeal coat using Natural Rubber Modified Bitumen75081 5-12-A-A-5 62.90

Case - II : Type B5-12-A-B

sq.mSeal Coat Using Bitumen (S-90)75082 5-12-A-B-1 55.30

sq.mSeal Coat Using Bitumen (S-65)75083 5-12-A-B-2 56.00

sq.mSeal Coat Using Polymer Modified Bitumen75084 5-12-A-B-3 43.40

sq.mSeal Coat Using Crumb Rubber Modified Bitumen75085 5-12-A-B-4 57.40

sq.mSeal Coat Using Natural Rubber Modified Bitumen75086 5-12-A-B-5 45.80

Case - III : Type C5-12-A-C

sq.mSeal Coat Using Bitumen (S-90)75087 5-12-A-C-1 57.30

sq.mSeal Coat Using Bitumen (S-65)75088 5-12-A-C-2 58.00

sq.mSeal Coat Using Polymer Modified Bitumen75089 5-12-A-C-3 46.00

sq.mSeal Coat Using Crumb Rubber Modified Bitumen75090 5-12-A-C-4 59.30

sq.mSeal Coat Using Natural Rubber Modified Bitumen75091 5-12-A-C-5 48.30



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Rate In (Rs.)



Case - I : Type A5-12-B-A

sq.mSeal Coat Using Bitumen (S-90)75092 5-12-B-A-1 72.20

sq.mSeal Coat Using Bitumen (S-65)75093 5-12-B-A-2 73.30

sq.mSeal Coat Using Polymer Modified Bitumen75094 5-12-B-A-3 55.10

sq.mSeal Coat Using Crumb Rubber Modified Bitumen75095 5-12-B-A-4 75.20

sq.mSeal Coat Using Natural Rubber Modified Bitumen75096 5-12-B-A-5 58.60

Case - II : Type B5-12-B-B

sq.mSeal Coat Using Bitumen (S-90)75097 5-12-B-B-1 54.70

sq.mSeal Coat Using Bitumen (S-65)75098 5-12-B-B-2 55.40

sq.mSeal Coat Using Polymer Modified Bitumen75099 5-12-B-B-3 42.80

sq.mSeal Coat Using Crumb Rubber Modified Bitumen75100 5-12-B-B-4 56.80

sq.mSeal Coat Using Natural Rubber Modified Bitumen75101 5-12-B-B-5 45.30

Case - III : Type C5-12-B-C

sq.mSeal Coat Using Bitumen (S-90)75102 5-12-B-C-1 53.50

sq.mSeal Coat Using Bitumen (S-65)75103 5-12-B-C-2 54.20

sq.mSeal Coat Using Polymer Modified Bitumen75104 5-12-B-C-3 42.10

sq.mSeal Coat Using Crumb Rubber Modified Bitumen75105 5-12-B-C-4 55.50

sq.mSeal Coat Using Natural Rubber Modified Bitumen75106 5-12-B-C-5 44.40

cu.mSupply of Stone Aggregates for Pavement Courses

Supply of stone aggregates from approved sources conforming to the physicalrequirement, specified in the respective clauses, including royalties, fees rents,collection, transportation, stacking and testing and measured in cum as per Clause

511.5.

75107 5-13 0.00

Surface Dressing using Bitumen Emulsion

Providing and laying surface dressing as wearing course consisting of a layer ofbitumen laid on the prepared WBM surface, followed by a cover of crushed stone

chippings of specified size(excluding Precoating ) and rolling with 80-100 kN rollerincluding cleaning the road surface as per PWD Specification.

5-14

By Mannual Means5-14-A

sq.m19 mm size Grit for P1 Surface75108 5-14-A-1 149.30

sq.m13 mm size grit for P2 surface75109 5-14-A-2 92.50

Semi-Dense Bituminous Concrete

5-15



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Rate In (Rs.)


Providing and laying semi dense bituminous concrete with 60-90 TPH batch typHMP producing an average output of 75 tonnes per hour using crushed aggregate

of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mixand filler, transporting the hot mix to work site, laying with a hydrostatic pave

finisher with sensor control to the required grade, level and alignment, rolling witsmooth wheeled, vibratory and tandem rollers to achieve the desired compaction a

per MoRTH specification clause No. 508 complete in all respects

SDBC using VG - 10 (80/100 pen. grade) Bitumen5-15-1

SDBC Grading I(13mm) using VG - 105-15-1-1

cu.mSDBC Grading I using 4.5% VG-10 bitumen(By weight of total mix)75110 5-15-1-1-1 9,185.90

cu.mSDBC Grading I using 4.75% VG-10 bitumen(By weight of total mix)75111 5-15-1-1-2 9,512.40

cu.mSDBC Grading I using 5% VG-10 bitumen(By weight of total mix)75112 5-15-1-1-3 9,836.00

SDBC Grading II(10mm) using VG - 105-15-1-2

cu.mSDBC Grading II using 4.5% VG-10 bitumen(By weight of total mix)75113 5-15-1-2-1 9,185.90

cu.mSDBC Grading II using 4.75% VG-10 bitumen(By weight of total mix)75114 5-15-1-2-2 9,512.40

cu.mSDBC Grading II using 5% VG-10 bitumen(By weight of total mix)75115

5-15-1-2-3 9,836.00

SDBC using VG - 30 (60/70 pen. grade) Bitumen5-15-2

SDBC Grading I(13mm) using VG - 305-15-2-1

cu.mSDBC Grading I using 4.5% VG-30 bitumen75116 5-15-2-1-1 9,296.00

cu.mSDBC Grading I using 4.75% VG-30 bitumen75117 5-15-2-1-2 9,628.60

cu.mSDBC Grading I using 5% VG-30 bitumen75118 5-15-2-1-3 9,958.30

SDBC Grading II(10mm) using VG - 305-15-2-2

cu.mSDBC Grading II using 4.5% VG-30 bitumen75119 5-15-2-2-1 9,296.00cu.mSDBC Grading II using 4.75% VG-30 bitumen75120 5-15-2-2-2 9,628.60

cu.mSDBC Grading II using 5% VG-30 bitumen75121 5-15-2-2-3 9,958.30

Specification:



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Chapter Name CEMENT CONCRETE PAVEMENT (Based on MORD)

Rate In (Rs.)


cu.mLime Treated Soil75122 6-2 661.60

Water Bound Macadam (WBM) - Sub-base6-3

cu.mBy Manual Means75123 6-3-A 1,863.80

cu.mBy Mechnical Means75124 6-3-B 1,745.20

cu.mCement Concrete PavementConstruction of un-reinforced, dowel jointed at expansion and construction joint

only, plain cement concrete pavement, thickness as per design, over a prepared subbase, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade),

coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregatenot exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity

and appropriate weigh batcher using approved mix design, laid in approved fixedside formwork (steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the formwork as per drawing), spreading theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and

finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant, dowel bars, near

approaches to bridge/culvert and construction joints, admixtures as approved, curingof concrete slabs for 14-days,using curing compound (where specified) and water

finishing to lines and grade as per drawing and Technical Specification Clause 1501

75125 6-4 6,379.90

cu.mRoller Compacted Concrete PavementConstruction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine

aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mmwith minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content

of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending,mixing in concrete mixer at optimum moisture content, transporting to site, laying

with wheel barrows or steel pans or with mechanical paver, compacting with 80-100kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural

strength, finishing and curing as per drawings and Technical Specification Clause1502

75126 6-5 5,611.50

sq.mRectangular Concrete Block PavementManufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15

m of Cement Concrete (C.C.) M30 garde and spreading 25 mm thick sand underneath and filling joints with sand on existing W.B.M. base as per Technical


75127 6-6 593.80

Interlocking Concrete Block PavementProviding and Laying of Interlocking Concrete Block Pavements having thickness

80 mm as per drawings and Technical Specification Clause 1504.

6-7

sq.mProviding and Laying of Interlocking Concrete Block Pavements having thickness

80 mm as per drawings and Technical Specification Clause 1504.75128 6-7-1 707.30



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Chapter Name CAUSEWAY AND SUBMERSIBLE BRIDGES (Based on MORD)

Rate In (Rs.)


Construction of Cut-off Walls/Head Walls7-1

cu.mEarthwork in excavation for structures as per drawing and technical specification

Clause 305.75131 7-1-1 213.60

cu.mPlain cement concrete M15 grade75132 7-1-2 4,585.10

cu.mBrick masonry in cement mortar 1:475133 7-1-3 5,391.20

cu.mStone masonry in cement mortar 1:475134 7-1-4 3,863.40

cu.mProviding P.C.C M20 architectural coping on top of wall75135 7-1-5 346.40

cu.mPreparation of Subgrade75136 7-2 48.30

cu.mGranular Sub-base75137 7-3 1,377.00

cu.mW.B.M. Base Course75138 7-4 1,861.70

cu.mCement Concrete Slab75139 7-5 6,379.90

Providing and Laying Apron7-6

cu.mProviding and Laying Apron with Stone Boulders as per Drawings & TechnicalSpecification Clause 1301

75140 7-6-1 981.30

cu.mProviding and Laying of Boulder Apron Laid in Wire Crates as per Drawing and

Technnical Specification Clause 130175141 7-6-2 1,789.30

cu.mProviding and Laying of Apron with Cement Concrete Blocks as per Drawing and

Technical Specification Clause 130175142 7-6-3 4,630.50

cu.mConstruction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and

technical specification Clause 1401.675143 7-7 67,752.40

Bedding for Causeway7-8cu.mType A (concrete cradle) Bedding Clause 1402.575144 7-8-1 4,631.00

cu.mType B (first class) Bedding Clause 1402.575145 7-8-2 1,636.10

metreLaying Reinforced Cement Concrete Pipe NP3 as per drawing and technical

specification Clause 1402.675146 7-9 7,382.30

metreLaying Reinforced Cement Concrete Pipe NP4 as per technical specification Clause

1402.675147 7-10 8,935.10

Specification:



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Rate In (Rs.)


cu.mFilter material behind retaining wall / breast wall as per Specification 1204.3.8 in a

width of 600 m75162 8-4-6 1,794.00

cu.mBack filling behind retaining wall/breast wall75163 8-4-7 560.20

Construction of Hill Side Drain

Construction of hill side drain in accordance with the requirement of specifications

true to lines and grades. Dimesions and other particulars as per drawing andTechnical Specification Clause 1606.1

8-5

cu.mEarthwork in excavation for structures as per drawing and technical specification75164 8-5-1 213.60


cu.mStone masonry in cement mortar 1:575166 8-5-3 3,094.30


sq.mCement plaster 15 mm thick 1:4 on stone masonry75168 8-5-5 117.20

metreProviding P.C.C. M20 architectural coping on top of wall75169 8-5-6 346.40

Construction of Catch Water / Intercepting Drain

Construction of catch water/intercepting drain in random rubble masonry in 1:5cement mortar true to the specified lines grades levels and dimensions as per the

requirement of the specifications Clause 1606.2

8-6

cu.mEarthwork in excavation for structures as per drawing and technical specification75170 8-6-1 213.60


cu.mStone masonry in cement mortor 1:575172 8-6-3 3,094.30


sq.mCement plaster 15 mm thick 1:4 on stone masonry75174 8-6-5 117.20

metreProviding P.C.C. M 20 architectural coping on top of wall75175 8-6-6 346.40

Construction of Scupper

Construction of scupper with dry stone masonry as per drawing and technical

specifications as per Clause 1606.5.

8-7

metreEarthwork in excavation for structures as per drawing and technical specifications75176 8-7-1 4,094.00

metreRandom rubble dry stone masonry75177 8-7-2 10,581.20

metreRandom course rubble dry stone masonry in corbelling75178 8-7-3 2,160.60

metreStone filling in foundation trenches as per drawing and technical specification75179 8-7-4 1,218.30



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Rate In (Rs.)


metreConstruction of Scupper Totally75180 8-7-5 18,054.10

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to

exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

8-8

cu.mEarth work in excavation for structures75181 8-8-(i) 215.70

cu.mRCC M15 grade75182 8-8-(ii) 4,585.10

tonneHYSD steel bars75183 8-8-(iii) 62,857.70

sq.mPainting two coats including prime coat on new concrete surface75184 8-8-(iv) 93.90

metreProviding edge stones on valley side of formation as per drawing and Technical

Specification Clause 1608.2.675185 8-9 108.70

sq.mTurfing with Sods

Furnishing and laying of the live sods of perennial turf forming grass on

embankment slope, verges or other locations shown on the drawing or as directed bythe Engineer including preparation of ground, stacking the sods and watering as per

Clause 309

75186 8-10 56.70

sq.mSeeding and Mulching

Preparation of seed bed on previously laid top soil, furnishing and placing of seeds,

fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 l persqm and laying and fixing jute netting, including watering for 3 months all as per

Clause 310.

75187 8-11 124.80

Specification:



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Chapter Name PIPE CULVERTS (Based on MORD)

Rate In (Rs.)


cu.mExcavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing

and technical specification Clause 1104 includding setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing of

sides and bottom and backfilling with approved material.

75188 9-1 215.70

Bedding for Pipe9-2

cu.mType A (Concrete Cradle) Bedding

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause1105 (i)

75189 9-2-(i) 4,585.10

cu.mType B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular

material as per Clause 1105 (ii)

75190 9-2-(ii) 1,619.90

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single

Row

Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement

mortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets Clause 1106.

9-3

metre1200 mm dia75191 9-3-A 7,309.20

metre1000 mm dia75192 9-3-B 7,213.50

metre750 mm dia75193 9-3-C 3,462.40

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in SingleRow

Providing and laying reinforced cement concrete pipe NP4 for culverts on first class

bedding of granular material in single row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete and

masonry works in head walls and parapets Clause 1106.

9-4

metre1200 mm dia75194 9-4-A 8,846.60

metre1000 mm dia75195 9-4-B 6,572.00

metre750 mm dia75196 9-4-C 4,181.60

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design inDouble RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class

bedding of granular material in double row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete and

masonry works in head walls and parapets as per Clause 1106.

9-5



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Rate In (Rs.)


metre1200 mm dia75197 9-5-A 14,675.80

metre1000 mm dia75198 9-5-B 10,826.10

metre750 mm dia75199 9-5-C 6,923.80

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Design in

Double RowProviding and laying reinforced cement concrete pipe NP4 for culverts on first class

bedding of granular material in double row including fixing collar with cement

mortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets as per Clause 1106.

9-6

metre1200 mm dia75200 9-6-A 17,750.50

metre1000 mm dia75201 9-6-B 13,612.20

metre750 mm dia75202 9-6-C 6,923.80

metreLaying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of

granular material including fixing collar with cement sand mortar 1:2 but excluding

excavation, protection works, backfilling, concrete and masonary work in head walland parapets

75203 9-7 2,468.60

metreLaying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of

granular material including fixing collar with cement sand mortar 1:2 but excludingexcavation, protection works, backfilling, concrete and masonary work in head wall

and parapets

75204 9-8 2,468.60

cu.mPlain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below openfoundation of Head walls as per drawings & Technical Specification Clause 1109

75205 9-9 4,580.00

Brick Masonry Work in cement mortar in foundation of Head walls complete

exculding pointing and plastering as per drawing and technical specification Clause1109

9-10

cu.mBrick Masonry in 1:4 cement mortar75206 9-10-A 5,391.20

cu.mBrick Masonry in cement-lime mortar (1:0.5:4.5)75207 9-10-B 5,816.20

Stone Masonry Work in cement mortar in foundation of Head walls complete as per

drawing and technical specification Clasue 1109

9-11

cu.mIn 1:4 cement mortar75208 9-11-A 3,728.70

cu.mIn cement-lime mortar (1:0.5:4.5)75209

9-11-B 2,174.00

sq.mPointing with Cement Mortar (1:3) on brickwork as per technical specificationClause 613.3

75210 9-12 60.30

sq.mPlastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure asper technical specification

75211 9-13 118.40



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Rate In (Rs.)


cu.mBackfilling in Foundation Trenches as per drawing and technical specification

Clause 110875212 9-14 138.70

metreProviding PCC M20 Architectural Coping on the top of wing wall, return wall etc.

complete as per drawing and technical specification Clause 61575213 9-15 349.90

Specification:



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Rate In (Rs.)


each800 mm x 600 mm rectangular75226 10-2-A-(2)-(iv) 2,919.40

each600 mm x 450 mm rectangular75227 10-2-A-(2)-(v) 2,427.90

each600 mm x 600 mm square75228 10-2-A-(2)-(vi) 2,638.50

each900 mm sides octagon75229 10-2-A-(2)-(vii) 3,368.80

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory

sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100

mm x 100 mm firmly fixed to the ground by means of properly designed foundationwith M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below

ground level as per approved drawing Clause 1701

10-2-A-(3)

each900 mm equilateral triangle75230 10-2-A-(3)-(i) 2,259.50

each600 mm equilateral triangle75231 10-2-A-(3)-(ii) 1,818.60

each600 mm circular75232 10-2-A-(3)-(iii) 2,107.20

each800 mm x 600 mm rectangular75233 10-2-A-(3)-(iv) 2,554.90

each600 mm x 450 mm rectangular75234 10-2-A-(3)-(v) 2,204.90

each600 mm x 600 mm square75235 10-2-A-(3)-(vi) 2,409.40

each900 mm sides octagon75236 10-2-A-(3)-(vii) 3,118.50

Semi Reflective Traffic Signs

Providing and fixing of semi reflective cautionary, mandatory and informatory sign

board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour infront and gray colour on back with red reflective border of 65 mm width and

required letters and figures with reflective tape engineering grade as per Clause

1701.3.9 of MORD for Rural Roads of required shade and colour supported andwelded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by meanof properly designed foundations with M-15 grade cement concrete 450x450x600

mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

10-2-B

each900 mm equilateral & triangle75237 10-2-B-(i) 2,607.40

each600 mm equilateral & triangle75238 10-2-B-(ii) 2,153.40

each600 mm circular75239 10-2-B-(iii) 2,489.90

each800 mm x 600 mm rectangular75240 10-2-B-(iv) 2,911.70

each600 mm x 450 mm rectangular75241 10-2-B-(v) 2,420.20each600 mm x 600 mm75242 10-2-B-(vi) 2,630.90

each900 mm side octagon75243 10-2-B-(vii) 3,361.10

Direction and Place Identification signs upto 0.9 sqm size board10-3



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Rate In (Rs.)


Retro-reflectorised Traffic Signs10-3-A

sq.mProviding and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3,

fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the

ground by means of properly designed foundation with M-15 grade cement concrete450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and

Technical Specification Clause 1701

75244 10-3-A-(i) 4,541.90

sq.mProviding and erecting direction and place identification retro-reflectorised sign as

per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3,

fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly

designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600mm below ground level as per approved drawing and Tehnical Specification Clause

1701.

75245 10-3-A-(ii) 4,265.10


per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm

supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of

properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600 mm below ground level as per approved drawing and TechnicalSpecification Clause 1701

75246 10-3-A-(iii) 3,970.30

metreSemi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size board

Providing and erecting direction and place identifications of semi reflective sign

boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint inwhite colour in front and grey colour on back with red reflective border of 70 mm

width and required message, letters, figures with reflective engineering grade tape asper MORD specifications of required shade and colour. Supported and welded on

47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means

of properly designed foundations with M-15 grade cement concrete 450 mm x 450mm x 600 mm, 600 mm below ground level as per approved drawing and Technical

Specification Clause 1701

75247 10-3-B 2,846.50

Direction and Place Identification signs with size more than 0.9 sqm size board10-4

Retro-reflectorised Traffic Signs10-4-A

sq.mProviding and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3,

fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm

supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to theground by means of properly designed foundation with M-15 grade cement concrete

450 x 450 x 600 mm, 600 mm below ground level as per approved drawing andTechnical Specification Clause 1701

75248 10-4-A-1 4,806.40



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Rate In (Rs.)



per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm

supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properlydesigned foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600

mm below ground level

sor laksar r&b 16.5.2014

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