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| 1 | 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 : |
| 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 | Ordinary or hard rock |
| 4 | 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: |
| 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 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively )Wet |
| 7 | Dry |
| 8 | Slip clearance in soils; In ordinary soils disposal lead upto 50 m and lift upto 1.5 m |
| 9 | Slip clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal.lead upto 50 m and lift upto 1.5 m. |
| 10 | Weed clearance from canals (including extraction of roots) |
| 11 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 12 | Providing and laying earth/sand filled cement bags including cost of EC Bags, cost of excavation (available Earth), filling, loading, unloading, laying, sewing and strings etc all carriages complete job as per the directions of Engr-in-charge |
| 13 | Providing and laying earth filled cement bags including cost of EC Bags, filling, loading, unloading, laying, sewing and strings etc all carriages complete job as per the directions of Engr-in-charge.Note: - Supply of earth shall be paid separately |
| 14 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 15 | Providing and laying of polythene of specified weight of 250 gsm of approved brand and colour incl. all carriages complete job |
| 16 | Engagement of mechanical excavator (JCB) for different nature of works incl. cost of service of operating staff, cost of POL and all other comsumable for the machinery at site as directed by in charge engineer |
| 17 | Engagement of vehicles (Tractors) for different nature of works incl. cost of service of operating staff, cost of POL and all other comsumable for the machinery at site as directed by in charge engineer including loading, unloading and lead upto 10km (2.50 Cum) |
| 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 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 20 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 21 | 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) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 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 completeWelded |
| 24 | Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonals braces of 40x40x6mm angle iron, 3mm M.S. gusset plates at the junction and corners, 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer, |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 26 | Dumping stone excluding cost of stones in Horizontal on level |
| 27 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 28 | Supply and fixing of 3mm dia B.A wire woven crates with lid/ binding wire (4\"\"x4\"\" mesh) as per ISI specification including all carriages (manual/ Mechanical) up to site of work complete job |
| 29 | Supply of Stone boulder (nallah) nominal size 225 mm |
| 30 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 31 | Engagement of labours for various jobs (unskilled) |
| 32 | Engagement of labours for various jobs (skilled) |
| 33 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.250 mm dia. R.C.C. pipe |
| 34 | 300 mm dia. R.C.C. pipe |
| 35 | 450 mm dia. R.C.C. pipe |
| 36 | 600 mm dia. R.C.C. pipe |
| 37 | 900 mm dia. R.C.C. pipe |
| 38 | 1000 mm dia. R.C.C. pipe |
| 39 | 1200 mm dia. R.C.C. pipe |
| 40 | Providing and laying PVC pipes including all carriages complete job, 150mm dia |
| 41 | Felling trees of any girth to remove encroachments/ blockades from the canal embankments |
| 42 | Provision for providing driving of kikar piles of avg. dia 6\" to 8\" (avg. width 1-6\") and required length as per site conditions including making of pile points. The jon shall also include all sort sof carriage upto site of work i.e manual as well as mechanical etc. complete job. |
| 43 | Supply of heavy duty Axe with strong wooden handle sharpened blade in solid strong one piece iron |
| 44 | Supply of petrol |
| 45 | Supply of M-oil |
| 46 | Supply of Sledge Hammer (2kg/5kg) of standardquality as directed by engineer in charge |
| 47 | Supply of shovel of standard quality as directed by Engineer-in-charge |
| 48 | Repairs, fabrications, installation and replacement of damaged/worn parts including testing of hudraulic iron gate of required size and thickness made of MS plate, ISMC, sill girder with single/double winch machine of required capacity made out of Gun Metal BUsh gearing, worm and gear type double treaded provided with handle and locking arrangements to facilitate raising and lowering of gate with winch rods of required dia full threaded of required length. The gate should be applied red oxide paint and synthetic enamel paint in the coats with rubber seal etc. complete job commissioning and testing charges included all carriages by mechanical and manual labour including cost of plugging during exacution of work by using sand.earth filled bags and its removal after comletion and desilting, etc. |
| 49 | Cost of Hiring boat (capacity upto 20 cum) including charges of Boatman. |
| 50 | 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. |
| 51 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: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 |
| 52 | 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) |
| 53 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 54 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 55 | Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 56 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work |
| 57 | Demolishing brick work 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 lime mortar |
| 58 | In cement mortar |
| 59 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) :From brick work in lime mortar |
| 60 | From brick work in cement mortar |
| 61 | 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 lime mortar |
| 62 | In Cement mortar |
| 63 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured)In lime Mortar |
| 64 | In cement mortar |
| 65 | Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in. R.S. Joists |
| 66 | Channels, angles, tees and flats |
| 67 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. |
| 68 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of :G.S. Sheet |
| 69 | Maintenance of existing gate shutters to remove any dents and kinks including maintenance of winch rods and winch machines by greasing, removing bends and kinks and all necessary repair ot make functional complete job |
| 70 | 12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 71 | 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 |
| 72 | Carriage of Material by Mechanical Transport including loading, unloading and stacking.Sand/ 20mm aggregate avg lead 01 km |
| 73 | avg lead 02 km |
| 74 | avg lead 03 km |
| 75 | avg lead 04 km |
| 76 | avg lead 05 km |
| 77 | avg lead 06 km |
| 78 | avg lead 07 km |
| 79 | avg lead 08 km |
| 80 | avg lead 09 km |
| 81 | avg lead of 10 Km |
| 82 | Stone agg 40mm from avg lead 01km |
| 83 | avg lead 02km |
| 84 | avg lead 03km |
| 85 | avg lead 04km |
| 86 | avg lead 05km |
| 87 | Stone/ Soling stone from avg lead 01Km |
| 88 | avg lead 02Km |
| 89 | avg lead 03Km |
| 90 | avg lead 04Km |
| 91 | avg lead 05Km |
| 92 | Earth from avg lead 01Km |
| 93 | avg lead 02Km |
| 94 | avg lead 03Km |
| 95 | avg lead 04Km |
| 96 | avg lead 05Km |
| 97 | 250mm RCC Pipe avg lead 01Km |
| 98 | avg lead 02Km |
| 99 | avg lead 03Km |
| 100 | avg lead 04Km |
| 101 | avg lead 05Km |
| 102 | 300 mm RCC Pipe avg lead 01Km |
| 103 | avg lead 02Km |
| 104 | avg lead 03Km |
| 105 | avg lead 04Km |
| 106 | avg lead 05Km |
| 107 | 600 mm RCC Pipe avg lead 01Km |
| 108 | avg lead 02Km |
| 109 | avg lead 03Km |
| 110 | avg lead 04Km |
| 111 | avg lead 05Km |
| 112 | 900 mm RCC Pipe avg lead 01Km |
| 113 | avg lead 02Km |
| 114 | avg lead 03Km |
| 115 | avg lead 04Km |
| 116 | avg lead 05Km |
| 117 | 1000/1200 mm Dia RCC Pipe avg. lead 01 km |
| 118 | avg. lead 02 km |
| 119 | avg. lead 03 km |
| 120 | avg. lead 04 km |
| 121 | avg. lead 05 km |
| 122 | Carriage of materials from road sideto actual site of work by manual transport, including loading, unloading and stacking etc.Cement from avg lead 100mtr |
| 123 | Cement from avg lead 50mtr |
| 124 | Sand/ 20mm agg. from an avg lead of 100 m |
| 125 | Stones from avg lead 100m |
| 126 | Stones from avg lead 50m |
| 127 | 40mm stone agg from avg lead 100m |
| 128 | 40mm stone agg from avg lead 50m |
| 129 | Earth from avg lead of 50m |
| 130 | Earth from avg lead of 100m |
| 131 | Crates from avg lead 50m |
| 132 | Crates from avg lead 100m |
