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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil. |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil |
| 3 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: |
| 4 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 5 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 6 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed (All kinds of soil) |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres. All kinds of soil. |
| 8 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 10 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Deepth not exceeding 1.5m |
| 11 | Depth exceeding 1.5 m but not exceeding 3 m |
| 12 | Depth exceeding 3 m but not exceeding 4.50 m |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 14 | Providing and laying in position cement conc. of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level 1:2:4 (1 cement 2 coarse sand: 4 graded stone agg: 20 mm nominal size) . |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 17 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 18 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 19 | Centering & shutteringincl. strutting, propping etc. & removal of form work for:- Foundations, footings bases for columns |
| 20 | Walls ( Any thickness) including attached pilasters, buttresses, plinth and string courses filters, curbs & steps etc. |
| 21 | Columns, piers, abutments, pillars, posts &struts |
| 22 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 23 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 24 | Centering & shutteringincl. strutting, propping etc. & removal of form work for:- Foundations, footings bases of columns for mass conc. |
| 25 | Walls ( Any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 26 | Suspended floors, roofs, landings balconies and platforms. |
| 27 | Shelves (cast-in-situ) |
| 28 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 29 | Columns, pillars, piers, abutments, posts and struts. |
| 30 | Stairs (excluding landings) except spiral staircases. |
| 31 | Spiral staircases (including landings) |
| 32 | Arches, domes, vaults upto 6 m span |
| 33 | Extra for arches, domes, vaults exceeding 6 m span |
| 34 | Chimney and shafts |
| 35 | Well steining |
| 36 | Vertical and Horizontal fins individually or forming box louvers, bands,facias and eves boards. |
| 37 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 38 | Small lintels not exceeding 1.5 m clear span, mouldings as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. |
| 39 | Edges of slabs and breaks in floors and walls under 20 cm wide |
| 40 | Above 20 cm wide |
| 41 | Cornices and mouldings |
| 42 | Small surfaces such as cantilever ends, brackets and end of steps, caps and bases to pilasters and column and the like |
| 43 | Weather shades, chajjas, corbels etc. including edges |
| 44 | Suspended floors, roofs, landings, balconies and access platform with waterproofing ply 12 mm thick |
| 45 | Lintel, beams, plinth beams, girders, bressumers and cantilevers with waterproofing ply 12 mm thick |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelMild steel and medium tensile steel bars |
| 47 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 48 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 49 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 50 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) ( Including cost of stones) Nallah |
| 51 | Quarry |
| 52 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 53 | Quarry |
| 54 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or withdash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First Class Teak wood |
| 55 | Second class teak wood |
| 56 | First Class deodar wood |
| 57 | First Class kail wood |
| 58 | First Class kail wood |
| 59 | Second Class deodar wood |
| 60 | First Class Kail Wood |
| 61 | Second Class Kail Wood |
| 62 | Sal Wood |
| 63 | Kiln Seasoned and chemically treatged hillock wood |
| 64 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). Second class teak wood |
| 65 | First Class deodar wood |
| 66 | Second Class deodar wood |
| 67 | First Class kail wood |
| 68 | Second Class Kail Wood |
| 69 | Kail seasoned and chemically treated hillock wood |
| 70 | Kiln seasoned selected planks of sheeshan wood |
| 71 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 35 mm |
| 72 | Second Class deodar wood 30 mm |
| 73 | First Class deodar wood 35 mm |
| 74 | First class deodar Wood 30 mm |
| 75 | Secons class deodar wood 35 mm |
| 76 | Secons class deodar wood 30 mm |
| 77 | First class kail wood 35 mm |
| 78 | First Class kail wood 30 mm |
| 79 | Second class kail wood 35 mm |
| 80 | Second Class kail wood 30 mm |
| 81 | Kiln Seasoned and chemically treatged hillock wood 35 mm |
| 82 | Kiln seasoned and chemically treated hillock wood 30 mm |
| 83 | Kiln seasoned and selected planks of sheeshan wood 35 mm |
| 84 | Kiln seasoned and selected planks of sheeshan wood 30 mm |
| 85 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : Second class teak wood 35 mm |
| 86 | Second class tead wood 30 mm |
| 87 | First Class deodar wood 35 mm |
| 88 | First Class deodar wood 30 mm |
| 89 | Second class deodar wood 35 mm |
| 90 | Second class deodar wood 30 mm |
| 91 | Firsst Class kail wood 35 mm |
| 92 | First Class kail wood 30 mm |
| 93 | Second Class kail wood 35 mm |
| 94 | Second class kail wood 30 mm |
| 95 | Kiln seasoned and chemically treated hillock wood 35 mm |
| 96 | Kiln seasoned and chemically treated hillock wood 30 mm |
| 97 | Kiln seasoned and selected planks of sheeshan wood 35 mm |
| 98 | Kiln seasoned and selected planks of sheeshan wood 30 mm |
| 99 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 100 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete Riveted and bolted |
| 101 | Welded |
| 102 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.. |
| 103 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 104 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0mm thick glass panes: |
| 105 | 5.00 mm thick glass panes |
| 106 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all Complete as per the direction of Engineer-In-charge. |
| 107 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 25mm thick with 12.5 mm nominal size stone aggregate |
| 108 | 40mm thick with 20 mm nominal size stone aggregate |
| 109 | 50 mm thick with 20mm nominal size stone aggregate. |
| 110 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 111 | 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 112 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 113 | 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 114 | Providing and fixing 20mm thick wooden planks ceiling (frame work for base to be paid for separately) with M.S. screws2nd class teak wood |
| 115 | 1st class deodar wood |
| 116 | Ist class kail wood |
| 117 | 2nd class kail wood |
| 118 | Budloo/fir wood |
| 119 | Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete Second class kail wood |
| 120 | First class Budloo/Fir wood |
| 121 | 12 mm Cement Plaster of Mix 1:4 )1 Cement : 4 find sand |
| 122 | 1:6 (1 Cement : 6 fine sand) |
| 123 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 124 | 1:6 (1 Cement : 6 fine sand) |
| 125 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 126 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 127 | White washing with lime to give an even shade : Old work (two or more coats) |
| 128 | Old work (One or more coats) |
| 129 | Colour washing such as green blue or buff to give an even shade New work (two or more coats) with a basecoat of whitewashing with lime |
| 130 | New work (two or more coats) with basecoat of whiting |
| 131 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 132 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 133 | Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre, two or more coats on new work of approved manufacturer, of required shade and colour complete as permanufacturer’s specifications |
| 134 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 135 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 136 | Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm |
| 137 | Applying priming coat: With ready mixed aluminum primer of approved brand and manufacture on resinous wood and ply wood |
| 138 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat |
| 139 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 140 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work |
| 141 | On concrete work |
| 142 | Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 143 | Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 144 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ liter |
| 145 | With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter |
| 146 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 147 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 148 | Supplying and stacking at site Good earth |
| 149 | Stone dust |
| 150 | Stone quarry |
| 151 | Stone Nallah |
| 152 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 153 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). |
| 154 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete100 mm dia r.C.C pipe |
| 155 | 150 mm dia RCC pipe |
| 156 | 250 mm dia RCC pipe |
| 157 | 300 mm dia RCC pipe |
| 158 | 450 mm dia RCC pipe |
| 159 | 500 mm dia RCC Pipe |
| 160 | 600 mm dia RCC Pipe |
| 161 | 700 mm dia RCC pipe |
| 162 | 800 mm dia RCC pipe |
| 163 | 900 mm dia RCC pipe |
| 164 | 1000 mm dia RCC pipe |
| 165 | 1100 mm dia RCC pipe |
| 166 | 1200 mm dia RCC pipe |
| 167 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone |
| 168 | Nallah Stone |
| 169 | Dry stone pitching (any thickness) excluding cost of stones On Horizontal |
| 170 | On top copings of banks |
| 171 | On Slopes |
| 172 | Hand packing stones in wire crates excluding cost of crates and stones |
| 173 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates |
| 174 | Dumping stone excluding cost of stones in Horizontal on level |
| 175 | On slopes (behind pitching) |
| 176 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 177 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 178 | Opening out old wire crates those and re-binding after filling |
| 179 | Tipping stone-filled wire crates in position; including equipment charges. |
| 180 | Filling empty cement bags with sand/ earth; including cost of sewing and, strings; excluding cost of bags and earth / sand. |
| 181 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m. |
| 182 | Loading sand earth fille dbags in baots in lorries lead upto 50 m |
| 183 | Unloading sand earth fille bags from boat Placing in dry |
| 184 | Placing in water |
| 185 | Engagement of sumo for insoection / movement of officiuals within jurisdiction including driver and (pol) if and when needed |
| 186 | Engagement of load carrier for carriage of material within jurisdiction including driver and (pol) if and when needed |
| 187 | Disassembling and resembelling of chain saw wood cutter after necessary repairs including all accessories required for repair work with all sorts carriages complete |
| 188 | Dismantaling , Realignment and assembling after repairs of double winch iron gate |
| 189 | Dismantling , Realigment and assembling of single winch iron gate |
| 190 | Repairs to shutter b y way of removing dents , kinks and settling ofiron gate |
| 191 | Lubricanting, greasing after cleaning the machine (complete job ) |
| 192 | Repairs to winch rod by removing and settling of dents and bends ( double threaded winch rod ) |
| 193 | Providing / replacing still/groove MS steel channel of ISMC 150 x 75 mm |
| 194 | Repairs to sidechannels by way of removal of bends and kinks including setting and fixing complete |
| 195 | Providing and fixing pipe sleeves ( Rainm water pipes ) including priming coat and two coats of metallic |
| 196 | Providing and fixing of grease lids for winch machines |
| 197 | Providing and fixing of coupling of required sizes |
| 198 | Providing and fixing of rubber seal for shutters |
| 199 | Diassembeling and reassembling of water control gate for maintaining necessary repairs including supply and providing / fixing of necessary accessories req. at site with all sorts of carriage complete in all respects to entire satisfaction of engineer in charge . Double winch machine with base foundation, cupplers and connecting rods complete job |
| 200 | Single Winch machine with base |
| 201 | Worm rods long size full threaded, short size threaded |
| 202 | Nuts bolds |
| 203 | Electric welding |
| 204 | operating handles |
| 205 | Engagement of JCB including POL with driver complete |
| 206 | Engagement of JCB including Poclain with driver complete |
| 207 | Engagemen t of Labour |
| 208 | Engagement of Boat |
| 209 | Engagement of boat man |
| 210 | Tools and plants |
| 211 | Hire charges of agency design and documentation including typing printing etc complete job |
| 212 | Providing refreshment to supervisory stafffor the restoration of water during day night Water bottle one litre |
| 213 | Water Bottle 500 ml |
| 214 | Water bottle 250 ml |
| 215 | Boiled Eggs |
| 216 | Biscuits standard quality of 50 g |
| 217 | Dal 50 g Pack |
| 218 | Banana |
| 219 | Butter toasters each pair |
| 220 | Toastes without butter each pair |
| 221 | Tea suggar each cup |
| 222 | Tea Namkeen each cup |
| 223 | Normal Chicken Biryani one plate for person |
| 224 | Rice Plate with dal vegetables and curd for each person |
| 225 | Rice plate with vegetables single piece meat and curd for each person |
| 226 | Carriage of materials from divisional store upto dumping site of work including loading unloading and stacking etc completeby Mechanical transport Cement/ steel , GI/ C.I pipe average lead upto 01 Km |
| 227 | Cement/ steel , GI/ C.I pipe average lead upto 02 km |
| 228 | Cement/ steel , GI/ C.I pipe average lead upto 03 km |
| 229 | Cement/ steel , GI/ C.I pipe average lead upto 04 km |
| 230 | Cement/ steel , GI/ C.I pipe average lead upto 05 km |
| 231 | Cement/ steel ,G.I/C.Iaverage lead beyond 05 to 10 kms (per Km ) |
| 232 | Cement / steel , G.I, C.I pipe average leadbeyond 10 to 20 kms(per km ) |
| 233 | Cement/ steel, G.i /C.I pipe average lead beyond 20 kms per additional km |
| 234 | Sand and 20 mm aggregate average lead upto 01 km |
| 235 | Sand and 20 mm aggregate average lead upto 02 km |
| 236 | Sand and 20 mm aggregate average lead upto 03 km |
| 237 | Sand and 20 mm aggregate average lead upto 04 km |
| 238 | Sand and 20 mm aggregate average lead upto 05 km |
| 239 | Sand and 20 mm aggregate average lead beyond 05 upto 10 km (per km |
| 240 | Sand and 20 mm aggregate average lead beyond 10 upto 20 km (per km ) |
| 241 | Sand and 20 mm aggregate average lead beyond 20 kms (per additional km) |
| 242 | 40 mm aggregate average lead upto 01 km |
| 243 | 40 mmaggregate average lead upto 02 km |
| 244 | 40 mm aggregate average lead upto 03 km |
| 245 | 40 mm aggregate average lead ypto 04 km |
| 246 | 40 mm aggregateaverage lead upto 05 km |
| 247 | 40mmaggregate averagelead beyond 05 upto 10 km (per km ) |
| 248 | 40 mm aggregateaverage leadbeyond 10 upto 20 km per km |
| 249 | 40 mm aggregate average leadbeyond 20 km (per additional km ) |
| 250 | Stone soiling aggregate average lead upto 01 km |
| 251 | Stone soiling aggregate average lead upto 02 km |
| 252 | Stone soiling aggregate average lead upto 03km |
| 253 | Stone soiling aggregate average lead upto 04 km |
| 254 | Stone soiling aggregate average lead upto 05 km |
| 255 | Stone soiling average lead beyond 05 upto 10 km (per km ) |
| 256 | Stone soiling average lead beyond 10 km upto 20 km (per km ) |
| 257 | Stone soiling average lead beyond 20 km (pert additional km ) |
