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| 1 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :All kinds of soil |
| 3 | 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 : |
| 4 | 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) |
| 5 | 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 |
| 6 | Dumping stone including cost of stones.in Horizontal on level (stack Measurement reduced by 15%) with Contractor's Profit & GST. |
| 7 | 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. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, Deduct not for Watering/ramming. |
| 9 | Fabrication/installation/commissioning of gates including all carriages up to site of work as per specification:(A) The shutters shall be fabricated with ISMC 125 frame with supporting members & 8 mm plate on one side.(B) Winch rod 50–55 mm dia (double square threaded of required length with sleeve of appropriate dia).(C) Single heavy duty thrust bearing 3MT capacity winch machine (worm gear & lock type) with brass gun metal bush nut of appropriate dia of standard quality & brand including supported with ISMC 125 mm channels.(D) 150 mm rubber seal – PVC IST quality.(E) Casing to winch rod & machine.(F) The whole structure shall rest on superstructure supported by ISMC 125 mm channels.(G) Two coats of synthetic paint (water resistant epoxy paint) over a coat of red oxide primer.(H) All accessories as required, including nuts & bolts, flats etc.(I) All carriages of all items including fabrication at site complete job as per direction of Engineer in charge. |
| 10 | Hand packing stones in wire-crates, excluding cost of crates and stones. |
| 11 | Dumping of stones horizontal on level excluding supply of stones. |
| 12 | Providing and fixing 100 mm dia PVC pipes Type-B of approved brand (LMR) |
| 13 | Supply of 4\\" * 4\\" mesh & (16' *16') Size of 4mm dia GI Wire crates as per ISI Specifications including all Carriages upto site of work. |
| 14 | Supply of stone Nallah. (stack Measurement reduced by 15%) including Contractors Profit & GST. |
| 15 | Supply of Binding Wire for crates. |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 17 | Providing and laying in position Reinforced 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) |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 19 | 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) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns etc for mass concrete. |
| 21 | Centering and shuttering including strutting propping etc and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 23 | centering and shuttering including strutting propping etc and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 24 | centering and shuttering including strutting propping etc and removal of the form work for Suspended floors, roofs, landings, balconies and access platforms. |
| 25 | centering and shuttering including strutting propping etc and removal of the form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 26 | centering and shuttering including strutting propping etc and removal of the form for Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 27 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 28 | 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) |
| 29 | Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing andreinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 30 | 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. |
| 31 | 12mm cement plaster of mix 1:4 (I cement: 4 fine sand). |
| 32 | Aligning and fixing of Hydraulic Gates including Cleanising, Greasing of moving parts and Painting with one coat of Primer and two coats of Enamel paint,including nuts and bolts complete in all respects. (LMR) |
| 33 | P/F rubber seals to gates for checking leakages PVC Ist/Ist quality with 25x05mm flat iron strips including nuts and bolts (LMR) |
| 34 | Providing of gate handles and locks (LMR) |
| 35 | Structrual Steel work 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 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen 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 of approved 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 required 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 37 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, 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: Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.Deduct for not watering the excavated earth for banking |
| 38 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pilecap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete,450 mm dia piles M-25 |
| 39 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded |
| 40 | 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 of approved 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 required. 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 41 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete. |
| 42 | Pumping out water caused by springs, tidal or river seepage, broken water mains ordrains and the like. |
| 43 | Engagement of JCB including fuel charges.Complete Job |
| 44 | Carriage of different materials from different sources to Dumping site by Mechanical Transport and Head load including Loading, unloading and stacking complete job . |
| 45 | Cement by an Avg lead of 2.0 Kms by MT |
| 46 | Cement by an Avg lead of 3.0 Kms by MT |
| 47 | Cement by an Avg lead of 4.0 Kms by MT |
| 48 | Cement by an Avg lead of 5.0 Kms by MT |
| 49 | Cement by an Avg lead of 7.0 Kms by MT |
| 50 | Cement by an Avg lead of 10.0 Kms by MT |
| 51 | Cement by an Avg lead of 14.0 Kms by MT |
| 52 | Cement by an Avg lead of 13.0 Kms by MT |
| 53 | Sand for an avg lead of 6 kms by MT |
| 54 | Sand for an avg lead of 7 kms by MT |
| 55 | Sand for an avg lead of 8 kms by MT |
| 56 | Sand for an avg lead of 10 kms by MT |
| 57 | Sand for an avg lead of 28 kms by MT |
| 58 | Sand for an avg lead of 27 kms by MT |
| 59 | Sand for an avg lead of 13 kms by MT |
| 60 | Sand for an avg lead of 25 kms by MT |
| 61 | Sand for an avg lead of 15 kms by MT |
| 62 | Sand for an avg lead of 16 kms by MT |
| 63 | Sand for an avg lead of 17 kms by MT |
| 64 | Sand for an avg lead of 18 kms by MT |
| 65 | Sand for an avg lead of 30 kms by MT |
| 66 | Sand for an avg lead of 20 kms by MT |
| 67 | Sand for an avg lead of 22 kms by MT |
| 68 | Sand for an avg lead of 24 kms by MT |
| 69 | 20 mm Aggregate for an avg lead of 6 kms by MT |
| 70 | 20 mm Aggregate for an avg lead of 7 kms by MT |
| 71 | 20 mm Aggregate for an avg lead of 8 kms by MT |
| 72 | 20 mm Aggregate for an avg lead of 9 kms by MT |
| 73 | 20 mm Aggregate for an avg lead of 10 kms by MT |
| 74 | 20 mm Aggregate for an avg lead of 12 kms by MT |
| 75 | 20 mm Aggregate for an avg lead of 14 kms by MT |
| 76 | 20 mm Aggregate for an avg lead of 15 kms by MT |
| 77 | 20 mm Aggregate for an avg lead of 16 kms by MT |
| 78 | 20 mm Aggregate for an avg lead of 18 kms by MT |
| 79 | 20 mm Aggregate for an avg lead of 20 kms by MT |
| 80 | 40 mm Aggregate for an avg lead of 07 kms by MT |
| 81 | 40 mm Aggregate for an avg lead of 08 kms by MT |
| 82 | 40 mm Aggregate for an avg lead of 10 kms by MT |
| 83 | 40 mm Aggregate for an avg lead of 14 kms by MT |
| 84 | 40 mm Aggregate for an avg lead of 15 kms by MT |
| 85 | 40 mm Aggregate for an avg lead of 16 kms by MT |
| 86 | 40 mm Aggregate for an avg lead of 18 kms by MT |
| 87 | 40 mm Aggregate for an avg lead of 20 kms by MT |
| 88 | Stone for an avg lead of 1 kms by MT |
| 89 | Stone for an avg lead of 4 kms by MT |
| 90 | Stone for an avg lead of 5 kms by MT |
| 91 | Stone for an avg lead of 6 kms by MT |
| 92 | Stone for an avg lead of 8 kms by MT |
| 93 | Stone for an avg lead of 10 kms by MT |
| 94 | Stone for an avg lead of 13 kms by MT |
| 95 | Stone for an avg lead of 14 kms by MT |
| 96 | Stone for an avg lead of 20 kms by MT |
| 97 | Steel by an Avg lead of 5.0 Kms by MT |
| 98 | Steel by an Avg lead of 7.0 Kms by MT |
| 99 | Steel by an Avg lead of 8.0 Kms by MT |
| 100 | Earth by an avg lead of 3 kms |
| 101 | Carriage of different materials from Dumping site to Actual site of work by Head load |
| 102 | Cement for an avg lead of 50 mts |
| 103 | Cement for an avg lead of 100 mts |
| 104 | Cement for an avg lead of 150 mts |
| 105 | Cement for an avg lead of 200 mts |
| 106 | Cement for an avg lead of 250 mts |
| 107 | Cement for an avg lead of 300 mts |
| 108 | Cement for an avg lead of 400 mts |
| 109 | Cement for an avg lead of 450 mts |
| 110 | Cement for an avg lead of 500 mts |
| 111 | Cement for an avg lead of 550 mts |
| 112 | Cement for an avg lead of 600 mts |
| 113 | Cement for an avg lead of 700 mts |
| 114 | Cement for an avg lead of 750 mts |
| 115 | Cement for an avg lead of 950 mts |
| 116 | Cement for an avg lead of 1000 mts |
| 117 | Cement for an avg lead of 1500 mts |
| 118 | Sand for an avg lead of 50 mts |
| 119 | Sand for an avg lead of 100 mts |
| 120 | Sand for an avg lead of 150 mts |
| 121 | Sand for an avg lead of 200 mts |
| 122 | Sand for an avg lead of 250 mts |
| 123 | Sand for an avg lead of 300 mts |
| 124 | Sand for an avg lead of 400 mts |
| 125 | Sand for an avg lead of 450 mts |
| 126 | Sand for an avg lead of 500 mts |
| 127 | Sand for an avg lead of 550 mts |
| 128 | Sand for an avg lead of 600 mts |
| 129 | Sand for an avg lead of 700 mts |
| 130 | Sand for an avg lead of 750 mts |
| 131 | Sand for an avg lead of 950 mts |
| 132 | Sand for an avg lead of 1000 mts |
| 133 | Sand for an avg lead of 1500 mts |
| 134 | 20 mm Agg. for an avg lead of 50 mts |
| 135 | 20 mm Agg. for an avg lead of 100 mts |
| 136 | 20 mm Agg. for an avg lead of 150 mts |
| 137 | 20 mm Agg. for an avg lead of 200 mts |
| 138 | 20 mm Agg. for an avg lead of 250 mts |
| 139 | 20 mm Agg. for an avg lead of 300 mts |
| 140 | 20 mm Agg. for an avg lead of 400 mts |
| 141 | 20 mm Agg. for an avg lead of 450 mts |
| 142 | 20 mm Agg. for an avg lead of 500 mts |
| 143 | 20 mm Agg. for an avg lead of 550 mts |
| 144 | 20 mm Agg. for an avg lead of 600 mts |
| 145 | 20 mm Agg. for an avg lead of 700 mts |
| 146 | 20 mm Agg. for an avg lead of 750 mts |
| 147 | 20 mm Agg. for an avg lead of 950 mts |
| 148 | 20 mm Agg. for an avg lead of 1000 mts |
| 149 | 20 mm Agg. for an avg lead of 1500 mts |
| 150 | 40 mm Agg. for an avg lead of 50 mts |
| 151 | 40 mm Agg. for an avg lead of 100 mts |
| 152 | 40 mm Agg. for an avg lead of 250 mts |
| 153 | 40 mm Agg. for an avg lead of 300 mts |
| 154 | 40 mm Agg. for an avg lead of 500 mts |
| 155 | 40 mm Agg. for an avg lead of 600 mts |
| 156 | Stones for an avg lead of 50 mts |
| 157 | Stones for an avg lead of 100 mts |
| 158 | Stones for an avg lead of 250 mts |
| 159 | Stones for an avg lead of 300 mts |
| 160 | Stones for an avg lead of 350 mts |
| 161 | Stones for an avg lead of 450 mts |
| 162 | Stones for an avg lead of 500 mts |
| 163 | Stones for an avg lead of 600 mts |
| 164 | Stones for an avg lead of 700 mts |
| 165 | Stones for an avg lead of 1000 mts |
| 166 | Steel for an avg lead of 250 mts |
| 167 | Steel for an avg lead of 300 mts |
| 168 | Steel for an avg lead of 500 mts Please Enable Macros to View BoQ information |
