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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm 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 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 m2 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 upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil. |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material. All kinds of soil. |
| 8 | 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. |
| 9 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 10 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). |
| 11 | Depth not exceeding 1.5 m. |
| 12 | Depth exceeding 1.5 m but not exceeding 3 m |
| 13 | Depth exceeding 3 m but not exceeding 4.50 m |
| 14 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 15 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 16 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 17 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 18 | Beyond 30 cm girth upto and including 60 cm girth. |
| 19 | Beyond 60 cm girth upto and including 120 cm girth. |
| 20 | Beyond 120 cm girth upto and including 240 cm girth. |
| 21 | Above 240 cm girth |
| 22 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 23 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 24 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 25 | Dumping stone excluding cost of stones in Horizontal on level. |
| 26 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 27 | Dismantling old protection work including cutting of crates and stacking of stones. |
| 28 | Supply of 4\\"x4\\" mesh 16'x16' size G.I wire knitted crates made of 3.7 mm +- 0.2mm dia wire including all carriages |
| 29 | Supply of binding wire for lids/binding of crates @ 2kg/crate including all carriages. |
| 30 | Supply of quarry stones (2nd Class). (Stack measurements reduced by 15%) |
| 31 | Supply of stone boulder (nallah) nominal size 225 mm (Stack measurements reduced by 15%) |
| 32 | 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) |
| 33 | Quarry |
| 34 | Nallah |
| 35 | 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) |
| 36 | Quarry |
| 37 | Nallah |
| 38 | Dry random rubble masonry with hard stone in foundation and plinth with bond stone. Quarry. |
| 39 | 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: |
| 40 | 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 41 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 42 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 43 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 45 | Foundations, footings, bases for columns |
| 46 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc |
| 47 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 48 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 49 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand). |
| 50 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing |
| 51 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 52 | 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. 50mm thick with 20 mm nominal size stone aggregate. |
| 53 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 54 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 55 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 56 | 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. Welded |
| 57 | Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge: |
| 58 | Painting on structural steel sheets already primed, with synthetic enamel paint of approved brand and manufacture, of required colour to give an even and uniform shade on new work, applying two or more coats including necessary surface preparation such as cleaning and dusting, complete as directed by the Engineer-in-Charge. |
| 59 | Repairing/Removing /Dismantling of winch machines from super structure, incl winch rods, connecting rods, casings etc and making good/operational by removing dents from winch rods and repair to winch machines by cleaning, greasing etc complete job |
| 60 | Removing/Refixing for making good of existing gate shutters of any size & providing denting , welding, whereever necessary & repairs/denting/ greasing to guide channels wherever necessary incl all carriages complete job. as per directions of Engr-in -charge |
| 61 | Lubrication and oiling of hydraulic gates at various locations for regular upkeep, in accordance with the department's requirements. Complete Job. |
| 62 | Supply of Empty Cement Bags. |
| 63 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand |
| 64 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m. |
| 65 | Loading sand / earth filled bags in boats; lead upto 50m. |
| 66 | Unloading sand/earth filled bags from boats |
| 67 | Placing in dry |
| 68 | Placing in Water |
| 69 | Shingle clearance from canals. |
| 70 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ). |
| 71 | Weed clearance from canals(including extraction of roots). |
| 72 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 73 | Providing, filling, stitching and placing Geo Bags made of woven geo-textile fabric (minimum 250–300 gsm), size approx. 1 m × 0.7 m, filled with earth, and laid on slopes for protection work, including supply of geo-bags, filling, stitching, carriage and placing in position under flow/water conditions, complete as directed by the Engineer-in-Charge |
| 74 | Supply of 400 G polythene sheet. |
| 75 | Supply of Galvanised steel plain sheets. |
| 76 | Supply of Galvanised steel corrugated sheets. |
| 77 | Supply of approved quality seasoned Popular wood timber scantlings of required sections and lengths as per site requirement, properly sawn and reasonably straight, including loading, unloading, carriage up to site of work and all incidental charges complete as per directions of the Engineer-in-Charge. |
| 78 | Supplying and laying Khak Bajree including cost of material, all leads and lifts, loading, unloading, and carriage up to site of work, spreading, watering, dressing, and compacting to achieve a firm and even surface, complete as directed by the Engineer-in-Charge. |
| 79 | Supplying and laying Nallah Muck of n/s 40 mm to 80 mm including cost of material, all leads and lifts, loading, unloading, and carriage up to site of work, spreading, watering, dressing, and compacting to achieve a firm and even surface, complete as directed by the Engineer-in-Charge. |
| 80 | Supply of stone dust (crusher dust) of approved quality at site of work, including loading, unloading, carriage and all incidental charges, complete as per directions of the Engineer-in-Charge. |
| 81 | Supply of sand of approved quality at site of work, including loading, unloading, carriage and all incidental charges, complete as per directions of the Engineer-in-Charge. |
| 82 | Supply of non-pressure of specified class R.C.C. pipes including collars/spigot jointed Non-pressure NP-4 class (Heavy duty) R.C.C. pipes |
| 83 | 450 mm dia. R.C.C. pipe |
| 84 | 600 mm dia. R.C.C. pipe |
| 85 | 900 mm dia. R.C.C. pipe |
| 86 | 1000 mm dia. R.C.C. pipe |
| 87 | 1200 mm dia. R.C.C. pipe |
| 88 | Supply of Ductile Iron Class K- 7 pipe conforming to I.S. 8329. |
| 89 | 300 mm dia. pipe |
| 90 | 450 mm dia. pipe |
| 91 | 600 mm dia. pipe |
| 92 | 900 mm dia. pipe |
| 93 | 1000 mm dia. pipe |
| 94 | Supply of PVC 300mm dia pipe of approved make and of required diameter and pressure rating, conforming to relevant IS specifications, including all carriage, loading, unloading and incidental charges, complete as per directions of the Engineer-in-Charge. |
| 95 | Providing and fixing popular timber bollards of approved quality, sufficiently straight and seasoned, having conical bottom, including driving the bollards into ground at site by mechanical/manual means, complete in all respects including all carriage, loading, unloading, stacking, and incidental charges, as per site requirement and directions of the Engineer-in-Charge. |
| 96 | Engagement of labour / Beldar, Mazdoor |
| 97 | Engagement of Blacksmith 1st class |
| 98 | Engagement of Carpenter 1st class |
| 99 | Engagement of Fitter (Grade 1) |
| 100 | Engagement of Mason |
| 101 | Engagement of Boatman. |
| 102 | Engagement of boat. |
| 103 | Engagement of L&T machine (Chain mounted Excavator) including operator charges, fuel/lubricants, and all incidental operations required for satisfactory completion of work, complete as directed by the Engineer-in-Charge. |
| 104 | Engagement of of hydraulic excavator (Tyre mounted) including operator charges, fuel/lubricants, and all incidental operations required for satisfactory completion of work, complete as directed by the Engineer-in-Charge. |
| 105 | Engagement of loading platform / vehicle for carriage of LNT material from source to site of work, including fuel charges, driver charges and all incidental costs, complete for one side trip only. |
| 106 | Hiring charges of Chainsaw Machine with operator for demolition drives, cutting of trees and other emergent departmental works, including fuel, lubricants and all operational charges, complete as per directions of the Engineer-in-Charge. |
| 107 | Engagement of welding machine with operator, inclusive of fuel/power, electrodes and all running charges, complete. |
| 108 | Hiring of dewatering pump set for removal of water from excavation/flooded areas, including fuel, operator charges, delivery hoses and all operational and incidental charges, complete as per directions of the Engineer-in-Charge. |
| 109 | Engagement of vehicle/Taxi for carrying departmental staff to different sites in connection with raids, anti-encroachment drives, flood situations and other emergent duties, including fuel, driver charges, maintenance and all incidental charges, complete as per directions of the Engineer-in-Charge. |
| 110 | Supply of fuel(diesel) |
| 111 | Supply of Fuel (Petrol) |
| 112 | Hiring charges of Bush Cutter with skilled operator for cutting of grass, shrubs and light vegetation at site, including fuel, lubricants and all operational and incidental charges, complete as per directions of the Engineer-in-Charge. |
| 113 | Hire charges of Tippers including operator charges, fuel/lubricants, and all incidental operations required for satisfactory completion of work, complete as directed by the Engineer-in-Charge. |
| 114 | Hire charges of Tractors including operator charges, fuel/lubricants, and all incidental operations required for satisfactory completion of work, complete as directed by the Engineer-in-Charge. |
| 115 | CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking |
| 116 | Earth |
| 117 | upto 1 Km |
| 118 | Beyond 5 Km upto 10 km /km |
| 119 | Beyond 10 Km upto 20 km /km |
| 120 | Beyond 20 km /every additional Km |
| 121 | Crates |
| 122 | upto 1 km |
| 123 | Beyond 5 Km upto 10 km /km |
| 124 | Beyond 10 Km upto 20 km /km |
| 125 | Beyond 20 km /every additional Km |
| 126 | Stone |
| 127 | upto 1 km |
| 128 | Beyond 5 Km upto 10 km /km |
| 129 | Beyond 10 Km upto 20 km /km |
| 130 | Beyond 20 km /every additional Km |
| 131 | EC Bags |
| 132 | 1 kms |
| 133 | Beyond 5 Km upto 10 km /km |
| 134 | Beyond 10 Km upto 20 km /km |
| 135 | Beyond 20 km /every additional Km |
| 136 | Sand/ stone aggregate 20 mm nominal size |
| 137 | upto 1 kms |
| 138 | Beyond 5 Km upto 10 km /km |
| 139 | Beyond 10 Km upto 20 km /km |
| 140 | Beyond 20 km /every additional Km |
| 141 | Steel/ Cement |
| 142 | upto 1 kms |
| 143 | Beyond 5 Km upto 10 km /km |
| 144 | Beyond 10 Km upto 20 km /km |
| 145 | Beyond 20 km /every additional Km |
| 146 | Stone aggregates 40 mm |
| 147 | upto 1 kms |
| 148 | Beyond 5 Km upto 10 km /km |
| 149 | Beyond 10 Km upto 20 km /km |
| 150 | Beyond 20 km /every additional Km |
| 151 | R.C.C. pipe, D.I. pipes, M.S. pipes |
| 152 | 300mm Dia |
| 153 | upto 1 kms |
| 154 | Beyond 5 Km upto 10 km /km |
| 155 | Beyond 10 Km upto 20 km /km |
| 156 | Beyond 20 km /every additional Km |
| 157 | 450mm Dia |
| 158 | upto 1 kms |
| 159 | Beyond 5 Km upto 10 km /km |
| 160 | Beyond 10 Km upto 20 km /km |
| 161 | Beyond 20 km /every additional Km |
| 162 | 600mm Dia |
| 163 | upto 1 kms |
| 164 | Beyond 5 Km upto 10 km /km |
| 165 | Beyond 10 Km upto 20 km /km |
| 166 | Beyond 20 km /every additional Km |
| 167 | 900mm Dia |
| 168 | upto 1 kms |
| 169 | Beyond 5 Km upto 10 km /km |
| 170 | Beyond 10 Km upto 20 km /km |
| 171 | Beyond 20 km /every additional Km |
| 172 | 1000, 1100 & 1200 mm dia |
| 173 | upto 1 kms |
| 174 | Beyond 5 Km upto 10 km /km |
| 175 | Beyond 10 Km upto 20 km /km |
| 176 | Beyond 20 km /every additional Km |
| 177 | Bricks |
| 178 | upto 1 kms |
| 179 | Beyond 5 Km upto 10 km /km |
| 180 | Beyond 10 Km upto 20 km /km |
| 181 | Beyond 20 km /every additional Km |
| 182 | CARRIAGE OF MATERIALS By Manual Labour including loading, unloading and stacking |
| 183 | Earth |
| 184 | First 50 mtrs. |
| 185 | for every additional 50 mtrs |
| 186 | Crates |
| 187 | First 50 mtrs. |
| 188 | for every additional 50 mtrs |
| 189 | Stones/ Boulders |
| 190 | First 50 mtrs. |
| 191 | for every additional 50 mtrs |
| 192 | EC Bags |
| 193 | First 50 mtrs. |
| 194 | for every additional 50 mtrs |
| 195 | Sand/ stone aggregate 20 mm nominal size |
| 196 | First 50 mtrs. |
| 197 | for every additional 50 mtrs |
| 198 | Stone aggregates 40 mm |
| 199 | First 50 mtrs. |
| 200 | for every additional 50 mtrs |
| 201 | Cement/Steel |
| 202 | First 50 mtrs. |
| 203 | for every additional 50 mtrs |
| 204 | R.C.C. pipe, D.I. pipes, M.S. pipes |
| 205 | 300mm Dia |
| 206 | First 50 mtrs. |
| 207 | for every additional 50 mtrs |
| 208 | 450mm Dia |
| 209 | First 50 mtrs. |
| 210 | for every additional 50 mtrs |
| 211 | 600mm Dia |
| 212 | First 50 mtrs. |
| 213 | for every additional 50 mtrs |
| 214 | Bricks |
| 215 | First 50 mtrs. |
| 216 | for every additional 50 mtrs Please Enable Macros to View BoQ information |
