Basic Rate Of Materials For Road Construction Department, Jharkhand-1 M-001 M-004 Coarse Sand At Quarry ( Equivalent To Koilwar Sand ) 2 M-002 M-006 Fine Sand At Quarry 3 M-003 M-007 Moorum At Quarry 4 M-004 M-021 Stone Crusher Dust Finer Than 3, Ranchi-Jharkhand

Basic Rate Of Materials For Road Construction Department, Jharkhand-1 M-001 M-004 Coarse Sand At Quarry ( Equivalent To Koilwar Sand ) 2 M-002 M-006 Fine Sand At Quarry 3 M-003 M-007 Moorum At Quarry 4 M-004 M-021 Stone Crusher Dust Finer Than 3Mm With Not More Than 10% Passing 0.075 Sieve At Quarry 5 M-005 M-034 Aggregates 45 Mm To 22.4 Mm At Quarry 6 M-006 M-035 Aggregates 53 Mm To 2.8 Mm At Quarry 7 M-007 M-036 Aggregates 53 Mm To 22.4 Mm At Quarry 8 M-008 M-038 Aggregates 63 Mm To 45 Mm At Quarry 9 M-009 M-039 Aggregates 90 Mm To 45 Mm At Quarry 10 M-010 M-040 Aggregates 10 Mm To 5 Mm At Quarry 11 M-011 M-043 Aggregates 13.2 Mm To 5.6 Mm At Quarry 12 M-012 M-046 Aggregates 25 Mm To 10 Mm At Quarry 13 M-016 M-001 Stone Boulder Of Size 150 Mm And Below At Quarry 14 M-017 M-002 Supply Of Quarried Stone 150 - 200 Mm Size For Hand Broken At Quarry 15 M-018 M-003 Boulder With Minimum Size Of 300 Mm For Pitching At Quarry 16 M-019 M-008 Gravel / Quarry Spall At Quarry 17 M-020 M-009 Granular Material Or Hard Murrum For Gsb Works At Quarry 18 M-021 M-012 Filter Media / Filter Material As Per Table 300-3 ( Mort&H Specification ) At Quarry 19 M-022 M-013 Close Graded Granular Sub-Base Material 53 Mm To 9.5 Mm At Quarry 20 M-023 M-017 Close Graded Granular Sub-Base Material 9.5 Mm To 2.36 Mm At Quarry 21 M-024 M-022 Coarse Graded Granular Sub-Base Material 2.36 Mm & Below At Quarry 22 M-025 M-024 Coarse Graded Granular Sub-Base Material 4.75 Mm To 2.36 Mm At Quarry 23 M-026 M-025 Coarse Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm At Quarry 24 M-027 M-027 Coarse Graded Granular Sub-Base Material 26.5 Mm To 9.5 Mm At Quarry 25 M-028 M-030 Aggregates Below 5.6 Mm At Quarry 26 M-029 M-031 Aggregates 22.4 Mm To 2.36 Mm At Quarry 27 M-030 M-033 Aggregates 45 Mm To 2.8 Mm At Quarry 28 M-031 M-037 Aggregates 63 Mm To 2.8 Mm At Quarry 29 M-032 M-041 Aggregates 11.2 Mm To 0.09 Mm At Quarry 30 M-033 M-042 Aggregates 13.2 Mm To 0.09 Mm At Quarry 31 M-034 M-044 Aggregates 13.2 Mm To 10 Mm At Quarry 32 M-035 M-045 Aggregates 20 Mm To 10 Mm At Quarry 33 M-036 M-048 Aggregates 37.5 Mm To 19 Mm At Quarry 34 M-037 M-049 Aggregates 37.5 Mm To 25 Mm At Quarry 35 M-038 M-050 Aggregates 6 Mm Nominal Size At Quarry 36 M-039 M-051 Aggregates 10 Mm Nominal Size At Quarry 37 M-040 M-052 Aggregates 13.2 / 12.5 Mm Nominal Size At Quarry 38 M-041 M-053 Aggregates 20 Mm Nominal Size At Quarry 39 M-042 M-055 Aggregates 40 Mm Nominal Size At Quarry 40 M-043 M-056 Ac Pipe 100 Mm Dia 41 M-045 M-061 Aluminium Sheeting Fixed With Encapsulated Lens Type Reflective Sheeting Including 2% Towards Lettering, Cost Of Angle Iron, Cost Of Drilling Holes, Nuts, Bolts Etc.And Signs As Applicable 42 M-046 M-062 Road Studs 100 X 100 Mm Fitted With Lense Reflectors Vide Clause 804.2 Of Morth ( 5Th Revision ) 43 M-047 M-066 Bearing ( Elastomeric Bearing Assembly Consisting Of 7 Internal Layers Of Elastomer Bonded To 6 Nos. Internal Reinforcing Steel Laminates By The Process Of Vulcanisation, ) 44 M-052 M-084 Compressible Fibre Board ( 20Mm Thick ) 45 M-053 M-086 Copper Plate ( 12M Long X 250Mmwide ) 46 M-055 M-090 Curing Compound 47 M-056 M-092 Earth Cost Or Compensation For Earth Taken From Private Land 48 M-057 M-093 Elastomeric Slab Seal Expansion Joint Assembly Manufactured By Using Chloroprene, Elastomer For Elastomeric Slab Unit Conforming To Clause 915.1 Of Irc: 83 ( Part Ii ) , 49 M-058 M-094 Electric Detonators @ 1 Detonator For 1 / 2 Gelatin Stick Of 125 Gms Each 50 M-065 M-132 Pavement Marking Paint 51 M-066 M-144 Pre-Moulded Asphalt Filler Board 52 M-071 M-162 Seeds 53 M-072 M-164 Separation Membrane Of Impermeable Plastic Sheeting 125 Micron Thick 54 M-073 M-167 Sludge / Farm Yard Manure @ 0.18 Cum Per 100 Sqm At Site Of Work For Turfing 55 M-076 M-180 Super Plastisizer Admixture Is Marked As Per 9103-1999 56 M-077 M-186 Traffic Cones With 150 Mm Reflective Sleeve 57 M-080 M-011 Fly Ash Conforming To Is: 3812 ( Part Ii & I ) At Source 58 M-081 M-014 Close Graded Granular Sub-Base Material 37.5 Mm To 9.5 Mm At Quarry 59 M-082 M-015 Close Graded Granular Sub-Base Material 26.5 Mm To 9.5 Mm At Quarry 60 M-083 M-016 Close Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm At Quarry 61 M-084 M-018 Close Graded Granular Sub-Base Material 4.75Mm To 2.36 Mm At Quarry 62 M-085 M-019 Close Graded Granular Sub-Base Material 4.75Mm To 75 Micron Mm At Quarry 63 M-086 M-020 Close Graded Granular Sub-Base Material 2.36 Mm At Quarry 64 M-087 M-023 Coarse Graded Granular Sub-Base Material 4.75Mm To 75 Micron Mm At Quarry 65 M-088 M-026 Coarse Graded Granular Sub-Base Material 26.5 Mm To 4.75 Mm At Quarry 66 M-089 M-028 Coarse Graded Granular Sub-Base Material 37.5 Mm To 9.5 Mm At Quarry 67 M-090 M-029 Coarse Graded Granular Sub-Base Material 53 Mm To 26 .5 Mm At Quarry 68 M-091 M-032 Aggregates 22.4 Mm To 5.6 Mm At Quarry 69 M-092 M-047 Aggregates 19 Mm To 6 Mm At Quarry 70 M-093 M-054 Aggregates 25 Mm Nominal Size At Quarry 71 M-094 M-057 Acrylic Polymer Bonding Coat 72 M-095 M-058 Alluminium Paint 73 M-096 M-059 Aluminium Alloy Plate 2Mm Thick 74 M-097 M-064 Bearing ( Cost Of Parts ) 75 M-098 M-065 Bearing ( Cast Steel Rocker Bearing Assembly Of 250 Tonne ) 76 M-099 M-067 Bearing ( Forged Steel Roller Bearing Of 250 Tonne ) 77 M-100 M-068 Bearing ( Pot Type Bearing Assembly Consisting Of A Metal Piston Supported By A Disc, Ptfe Pads Providing Sliding Surfaces Against Stainless Steel Mating Together With Cast Steel Assemblies / Fabricated Structural Steel Assemblies Duly Painted With All Components 78 M-101 M-069 Bearing ( Ptfe Sliding Plate Bearing Assembly Of 80 Tonnes ) 79 M-102 M-070 Bearing ( Supply Of Sliding Plate Bearing Of 80 Tonne ) 80 M-103 M-071 Bentonite 81 M-108 M-085 Connectors / Staples 82 M-110 M-091 Delineators From Isi Certified Firm As Per The Standard Drawing Given In Irc - 79 83 M-111 M-095 Epoxy Compound With Accessories For Preparing Epoxy Mortar 84 M-112 M-096 Epoxy Mortar 85 M-113 M-097 Epoxy Primer 86 M-114 M-098 Epoxy Resin-Hardner Mix For Prime Coat 87 M-115 M-099 Flag Of Red Color Cloth 600 X 600 Mm 88 M-116 M-100 Flowering Plants 89 M-120 M-105 Geo Grids 90 M-121 M-106 Geomembrane 91 M-122 M-107 Geonets 92 M-123 M-108 Geotextile 93 M-124 M-109 Geotextile Filter Fabric 94 M-127 M-112 Grass ( Doob ) 95 M-128 M-113 Grass ( Fine ) 96 M-131 M-116 Hedge Plants 97 M-133 M-118 Hot Applied Thermoplastic Compound ( Sp. Gravity - 2.10 ) 98 M-135 M-120 Joint Sealant Compound 99 M-136 M-122 Ldo For Steam Curing 100 M-139 M-127 Modular Strip / Box Seal Expansion Joint Including Anchorage Catering To A Horizontal Movement Beyond 70 Mm And Upto 140Mm Assembly Comprising Of Edge Beams, Central Beam, 2 Modules Chloroprene Seal, Anchorage Elements, Support And Control System, All Steel Sections Protected Against Corrosion And Installed By The Manufacturer Or His Authorised Representative 101 M-140 M-128 Modular Strip / Box Seal Expansion Joint Catering To A Horizontal Movement Beyond 140Mm And Upto 210Mm Box / Box Seal Joint Assembly Containing 3 Modules / Cells And Comprising Of Edge Beams, Two Central Beams, Chloroprene Seal, Anchorage Elements, Support And Control System, All Steel Sections Protected Against Corrosion And Installed By The Manufacturer Or His Authorised Representative 102 M-142 M-133 Paving Fabric 103 M-143 M-134 Perforated Geosynthetic Pipe 150 Mm Dia 104 M-144 M-135 Perforated Pipe Of Cement Concrete, Internal Dia 100 Mm 105 M-145 M-136 Pesticide 106 M-146 M-137 Pipes 200 Mm Dia, 2.5 M Long For Drainage 107 M-147 M-138 Plastic Sheath, 1.25 Mm Thick For Dowel Bars 108 M-149 M-140 Polymer Braids 109 M-150 M-141 Pre Moulded Joint Filler, 25 Mm Thick For Expansion Joint. 110 M-151 M-142 Pre-Coated Stone Chips Of 13.2 Mm Nominal Size 111 M-152 M-143 Preformed Continuous Chloroprene Elastomer Or Closed Cell Foam Sealing Element With High Tear Strength, Vulcanised In A Single Operation For The Full Length Of A Joint To Ensure Water Tightness. 112 M-153 M-145 Pre-Packed Cement Based Polymer Concrete Of Strength 45 Mpa At 28 Days 113 M-155 M-147 Quick Setting Compound 114 M-157 M-152 Reflectorising Glass Beads 115 M-162 M-157 Reinforcement Strips 60 Mm Wide 5 Mm Thick As Per Clause 3102. Aluminium Strips ) 116 M-163 M-158 Rivets 117 M-164 M-160 Sapling 2 M High 25 Mm Dia 118 M-165 M-161 Scrap Tyres Of Size 900 X 20 119 M-166 M-163 Selected Earth ( Including Royality @ Rs. 24.0 Per Cum & Compensation @ Rs. 1.10 Per Cum ) 120 M-167 M-165 Sheathing Duct 121 M-168 M-166 Shrubs 122 M-172 M-172 Steel Drum 300 Mm Dia 1.2 M High / Empty Bitumen Drum 123 M-177 M-178 Strip Seal Expansion Joint 124 M-179 M-181 Synthetic Geogrids As Per Clause 3102.8 And Approved Design And Specifications. 125 M-234 Bitumen Paint 126 M-339 Aggregate Size - 45 Mm To 2.36Mm 127 M-340 M-034 Aggregate Size - 45 Mm To 22.4 Mm 128 M-341 Aggregate Size - 2.36Mm To .075 Mm 129 M-342 M-032 Aggregate Size- 22.4 Mm To 5.6 Mm 130 M-343 M-038 Aggregate Size - 63 Mm To 45 Mm 131 M-344 Aggregate Size - Below 5.0 Mm 132 M-404 Well Graded Granular Sub-Base Material 53 Mm To 9.5 Mm 133 M-405 Well Graded Granular Sub-Base Material 26.5 Mm To 9.5 Mm 134 M-406 Well Graded Granular Sub-Base Material 26.5 Mm To 4.75 Mm 135 M-407 Well Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm 136 M-408 Well Graded Granular Sub-Base Material 9.5 Mm To 2.36 Mm 137 M-409 Well Graded Granular Sub-Base Material 4.75Mm To 2.36 Mm 138 M-410 Well Graded Granular Sub-Base Material 2.36 Mm Below 139 M-411 Stone Chips 12 Mm Size 140 M-412 Crushed Stone Chipping 6.7 Mm Size 100% Passing 9.5 Mm And Retained On 2.36 Mm 141 M-1068 ( I ) 6.7 Mm Size ( Passing Through 11.2 Mm And Retained On 2.8 Mm ) Chips. 142 ( Ii ) Stone Metal For 75 Mm Bm ( Sieve Designation 45 Mm To 19 Mm ) 143 ( Iii ) Stone Metal For 50 Mm B.M. ( Sieve Designation 26.5 Mm To 19Mm ) 144 ( Iv ) Screening Type-A ( 13.2 Mm ) 145 ( V ) Screening Type-B ( 11.2 Mm ) 146 ( Vi ) Key Aggreagate For Bsg ( Sieve Designation 22.4 Mm To 2.8 Mm ) 147 M-1069 Key Aggregate For Bpm 75 Mm Thick ( Sieve Designation 22.4 Mm To2.8 Mm ) 148 M-1070 Stone Aggregate For Dense Bituminous ( Sieve Designation 22.4 Mm To 2.8 Mm ) 149 M-1071 Stone Aggregate For Seal Coat 150 M-1072 ( I ) Seal Coat Type A ( Sieve Designation 11.2 Mm To 2.36 Mm ) 151 ( Ii ) Seal Coat Type B ( Sieve Designation 2.36 Mm To .018 Mm ) 152 ( Iii ) Stone Aggregate For Semidenes Bituminous Concrete Grade -I ( Sieve Designation 19.0 Mm To 0.075 Mm ) 153 ( Iv ) Stone Aggregate For Semidenes Bituminous Concrete Grade - Ii ( Sieve Designation 11.2 Mm To 0.075 Mm ) 154 M-1073 Stone Aggregate For Bituminous Concrete ( Sieve Designation 19 Mm To .075 Mm )

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