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| 1 | \\"Providing and using Hydraulic Excavator (JCB) with operator/driver, including fuel, lubricants, maintenance, mobilization, demobilization, and all allied charges complete, for excavation, earthwork, loading, dressing, and other construction-related operations as directed by the Engineer-in-Charge.\\" |
| 2 | Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer- in-charge. Including excavation and refilling trenches after taking out the pipes. |
| 3 | 350 mm DI pipe at spots for reallignment/ removal of silt. |
| 4 | 200 mm DI pipe at spots for reallignment/ removal of silt. |
| 5 | 150 mm DI pipe at spots for reallignment/ removal of silt. |
| 6 | 100 mm GI pipe at spots for reallignment/ removal of silt. |
| 7 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : |
| 8 | 125 mm GI pipe at spots for reallignment/ removal of silt. |
| 9 | Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer- in-charge. Excluding excavation and refilling trenches after taking out the pipes. |
| 10 | 150 mm dia DI pipe |
| 11 | 200 mm dia DI pipe |
| 12 | 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: 1 meter from cutting edge: |
| 13 | All kinds of soils |
| 14 | Ordinary Rock |
| 15 | 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 soils |
| 16 | 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: Ordinary Rock |
| 17 | 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 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) |
| 18 | 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) |
| 19 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 20 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. |
| 21 | 350 mm dia pipes |
| 22 | 200 mm dia pipes |
| 23 | 250 mm dia pipes |
| 24 | 150 mm dia pipes |
| 25 | 100 mm dia pipes |
| 26 | 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. |
| 27 | Desilting of different structures viz PST & SR incld. Disposal of excavated silt manual means (by rope and bucket method) |
| 28 | Desilting of different structures viz PST & SR incld. Disposal of excavated silt (By washout) |
| 29 | Desilting of various structures incld. Disposal of desilting material from site premises with all carriage lead and lift etc. |
| 30 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 31 | Supply of un skilled labour |
| 32 | 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 |
| 33 | Steel work welded in built up ections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 34 | 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. |
| 35 | 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. |
| 36 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 37 | 125 mm dia |
| 38 | 80 mm dia |
| 39 | 50 mm dia |
| 40 | 40 mm dia |
| 41 | 25 mm dia |
| 42 | Hire charges of Welding machine with welder, gen set & helper including cost of electrods etc for welding of M.S Sheets , GI/ DI pipes etc including all carriages to & fro comp job. |
| 43 | Providing fixing & commissioning of 12 mm thick Flanges in pairs including welding, cutting of threaded portion, washers including cost of Flanges with Nuts and Bolts including making joint leak proof including all sorts of labours whatsoever and carriages required .complete job |
| 44 | 350 mm dia |
| 45 | 250 mm dia |
| 46 | 200 mm dia |
| 47 | 150 mm dia |
| 48 | 100 mm dia |
| 49 | 80 mm dia |
| 50 | 65 mm dia |
| 51 | 100 mm dia GI pipe (10 mm thick) |
| 52 | 80 mm dia GI pipe (10 mm thick) |
| 53 | Supplying/laying of filter media from approved source Ganderbal duly screened, washed / sieved conforming to approved standards/specifications and laying in filter beds as per required grades including all carriages by Mechanical transport / head load what so ever involved upto site of work as directed by Engineer-in-charge complete job. |
| 54 | P/F of wire mesh (complete job) |
| 55 | Removing, washing of old filter media including washing of filter beds and laying of same in position complete job. |
| 56 | P/F of GI double collars incld. All carriages complete |
| 57 | 125 mm dia |
| 58 | 100 mm dia |
| 59 | P/F of GI bends 80 mm dia incld. All sorts of carriage complete. |
| 60 | P/F of DI/GI bends, tees, union etc. 250 mm dia incld. All sorts of carriage complete. |
| 61 | P/F of DI/GI bends, tees, union etc. 100 mm dia incld. All sorts of carriage complete. |
| 62 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 63 | Supply of G.I. wire creates of 4 mm thick wire with mesh size 100 x 100 mm. |
| 64 | Supply of stones in wire creates excluding cost of creates. |
| 65 | Collection of stones from different packets of Nallah |
| 66 | Providing and fixing including testing, commissioning & fabricating at site M.S pipe Specials viz tees, bends ,sockets,step collars etc made out of 6 mm thick M.S sheet including cost of Nuts, Bolts, washers etc & all sorts of carriages upto site of work, as per requirement at site complete job.(the item is to be paid in fitted and finished form) |
| 67 | Providing and fixing D.I./C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.incl. all sorts of carriages involved complete. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 68 | 250 mm dia. Class 1 |
| 69 | 100 mm dia. Class 1 |
| 70 | 200 mm dia. Class 1 |
| 71 | 150 mm dia. Class 1 |
| 72 | 80 mm dia. Class 1 |
| 73 | 100 mm dia |
| 74 | 150 mm dia |
| 75 | 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) |
| 76 | 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 |
| 77 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 78 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 79 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 80 | 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 20 mm nominal size) |
| 81 | 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) |
| 82 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 83 | Foundations, footings, bases of columns etc. for mass concrete. |
| 84 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 85 | Suspended floors, roofs, landings, balconies and access platforms. |
| 86 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 87 | Providing and laying hand packed stone soling of suitable size nominal size including ramming and dressing including all leads lifts and all carriages complete. |
| 88 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 89 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 90 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 91 | (1 kg of water proofing material in 50 kg of cement) |
| 92 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 93 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ pecifications: Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 94 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete 50 mm dia |
| 95 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 96 | 25 to 40 mm nominal bore |
| 97 | 50 to 80 mm nominal bore |
| 98 | Carriage of material from source to dumping site at road by mechanical transport. |
| 99 | 350 mm dia DI pipe Avg. 18 km |
| 100 | 250 mm dia DI pipe Avg. 07 km |
| 101 | 250 mm dia DI pipe Avg. 35 km |
| 102 | 250 mm dia DI pipe Avg. 40 km |
| 103 | 200 mm dia DI pipe Avg. 10 km |
| 104 | 200 mm dia DI pipe Avg. 15 km |
| 105 | 200 mm dia DI pipe Avg. 20 km |
| 106 | 200 mm dia DI pipe Avg. 35 km |
| 107 | 150 mm dia DI pipe Avg. 40 km |
| 108 | 150 mm dia DI pipe Avg. 15 km |
| 109 | 150 mm dia DI pipe Avg. 32 km |
| 110 | 150 mm dia DI pipe Avg. 35 km |
| 111 | 150 mm dia DI pipe Avg. 50 km |
| 112 | 150 mm dia DI pipe Avg. 74 km |
| 113 | 100 mm dia DI pipe Avg. 15 km |
| 114 | 100 mm dia DI pipe Avg. 30 km |
| 115 | 100 mm dia DI pipe Avg. 50 km |
| 116 | 100 mm dia GI pipe Avg. 35 km |
| 117 | 100 mm dia GI pipe Avg. 70 km |
| 118 | 100 mm dia GI pipe Avg. 14 km |
| 119 | 100/80/65 mm dia pipe Avg. 32 km |
| 120 | Below 100 mm dia GI pipe Avg. 70 Km |
| 121 | Wire creates Avg. 15 km |
| 122 | Cement steel Avg. 15 km |
| 123 | Cement steel Avg. 33 km |
| 124 | Cement steel Avg. 30 km |
| 125 | Cement steel Avg. 20 km |
| 126 | Sand and 20 mm Agg. Avg. 20 km |
| 127 | Sand and 20 mm Agg. Avg. 21 km |
| 128 | Sand and 20 mm Agg. Avg. 25 km |
| 129 | Sand and 20 mm Agg. Avg. 45 km |
| 130 | Sand Avg. 20 km |
| 131 | 20 mm Agg. Avg. 25 km |
| 132 | 40 mm Agg. Avg. 25 km |
| 133 | 40 mm Agg. Avg. 45 km |
| 134 | Stone soing Avg. 05 km |
| 135 | Stone soing Avg. 03 km |
| 136 | Stone soing Avg. 12 km |
| 137 | Extra Carriage of matreial by manual labour from dumping site to actual site of work. |
| 138 | 250 mm dia DI pipe Avg. 500 m |
| 139 | 250 mm dia DI pipe Avg. 300 m |
| 140 | 250 mm dia DI pipe Avg. 100 m |
| 141 | 200 mm dia DI pipe Avg. 500 m |
| 142 | 100 mm dia GI pipe Avg. 1000 m |
| 143 | 100 mm dia GI pipe Avg. 4000 m |
| 144 | Below 100 mm dia GI pipe Avg. 1000 m |
| 145 | 100 mm dia DI pipe Avg. 500 m |
| 146 | 100 mm dia GI pipe Avg. 300 m |
| 147 | 150 mm dia DI pipe Avg. 250 m |
| 148 | 150 mm dia DI pipe Avg. 300 m |
| 149 | 150 mm dia DI pipe Avg. 500 m |
| 150 | 150 mm dia DI pipe Avg. 700 m |
| 151 | 150 mm dia DI pipe Avg. 600 m |
| 152 | 150 mm dia DI pipe Avg. 4000 m |
| 153 | 100/80/65 mm dia pipe Avg. 500 m |
| 154 | Cement steel Avg. 700 m |
| 155 | Cement Avg. 150 m |
| 156 | Cement Avg. 300 m |
| 157 | Steel Avg. 150 m |
| 158 | Steel Avg. 300 m |
| 159 | Steel Avg. 500 m |
| 160 | sand 20 mm Agg Avg. 700 m |
| 161 | sand 20 mm Agg Avg. 500 m |
| 162 | sand 20 mm Agg Avg. 300 m |
| 163 | sand 20 mm Agg Avg. 150 m |
| 164 | 40 mm Agg. Avg. 700 m |
| 165 | 40 mm Agg. Avg. 500 m |
| 166 | 40 mm Agg. Avg. 300 m |
| 167 | 40 mm Agg. Avg. 150 m |
| 168 | Wire creates Avg. 700 m |
| 169 | Stone soling Avg. 200 m |
| 170 | Stones Avg. 350 m |
| 171 | Stones Avg. 400 m |
| 172 | Stones Avg. 500 m |
| 173 | Stones Avg. 700 m |
| 174 | Stone soling Avg. 50 mtr Please Enable Macros to View BoQ information |
