|
| 1 | Engagement of Mechanaical excavator for different spots including cost of services of operating staff |
| 2 | Earth work in bulk excavation by mechanical 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 soils. |
| 3 | Earth work in bulk excavation by mechanical 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. ( Ordinary Rock ) |
| 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 soils. |
| 5 | 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. |
| 6 | 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: ( Excluding Rolling and Watering ) |
| 7 | 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 |
| 8 | 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: ( Excluding Rolling and Watering ) |
| 9 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 10 | Collection of stones from different pockets of Nallah |
| 11 | Supply of Nallah stones |
| 12 | Dumping stone excluding cost of stones. Horizontal on level |
| 13 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 14 | Dry stone pitching (any thickness) excluding cost of stones. On Slopes |
| 15 | Supply of 4 Mm Dia G.I Wire Woven crates 4\\" x 4\\" Mesh as per ISI Specifications |
| 16 | Supply of binding wire |
| 17 | Supplying and stacking at site Good Earth |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 23 | 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) |
| 24 | 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) |
| 25 | 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) |
| 26 | 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) |
| 27 | Providing and fixing of structural steel such as angle iron plates , channels , girders etc as required |
| 28 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 29 | 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) |
| 30 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair 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) |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 32 | providing and fixing of two numbers of Winch Machine of ISI Marked of Standard quality of reputed company including instalation ( Complete Job) |
| 33 | Allingning / fixing of gates including cleansing , greasing and painting |
| 34 | Providing and fixing of rubber seal to gates for checking of leakages of PVC / first quality with 25 x 0.5 MM flat Iron strips including nut and bolts |
| 35 | providing and laying of rail protection caps / pipes over the Winch Rod |
| 36 | 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 pile cap) By Crawler mounted, telescopic boom hydraulic pilling Rig all complete. 600 mm dia piles |
| 37 | Carriage of different materials from different sources to Dumping site by Mechanical Transport and Head load including Loading, unloading and stacking complete job . |
| 38 | Stones 15 km by MT AND 200 m HL |
| 39 | Stones 02 km by MT |
| 40 | Stones 05 km by MT and 25 m by HL |
| 41 | Stones 10 km by MT |
| 42 | Stones 20 km by MT |
| 43 | Stones 15 km by MT AND 200 m HL |
| 44 | Crates 50 km by MT |
| 45 | Stone Aggr 20 mm 05km by MT |
| 46 | Sand 27 km by MT |
| 47 | Crates 85 km by MT |
| 48 | Cement 04 km byMT |
| 49 | Sand 12 Km by MT and 25 mtrs by HL |
| 50 | Stone Aggr 20 mm 08km by MT |
| 51 | Sand 08 km by MT |
| 52 | Cement 10 km byMT |
| 53 | Stones 02 km by MT |
| 54 | Crates 65 km by MT |
| 55 | Cement 03 km by MT |
| 56 | Sand 12 km by MT |
| 57 | Stone Aggr 20 mm 10 km by MT |
| 58 | Stones 01 km by MT |
| 59 | Crates 67 km by MT |
| 60 | Cement 02 km by MT |
| 61 | Stone Aggr 20 mm 15 km by MT |
| 62 | Stones 16 km by MT |
| 63 | Collection of Stones From different pockets of nallah within lead of 01 km |
| 64 | Sand 03 km by MT |
| 65 | Stone Aggr 20 mm 03 km by MT |
| 66 | Stones 20 km by MT |
| 67 | Earth 05 km by MT |
| 68 | Crates 57 km by MT |
| 69 | Cement 01 km by MT 100 m by HL |
| 70 | Sand 12 km by MT and 100 m by HL |
| 71 | Stone Aggr 20 mm 08 km by MT and 100 m by HL |
| 72 | Sones 10 km by MT and 100 m HL |
| 73 | Steel 01 km by MT and 100 m HL |
| 74 | Stone Aggr 20 mm 10 km by MT |
| 75 | Sand 10 km by MT |
| 76 | Cement 01 km by MT |
| 77 | Stones 12 km by MT |
| 78 | Crates 50 km by MT |
| 79 | Cement 08 km by MT and 50 m by HL |
| 80 | Sand 10 km by MT and 50 m by HL |
| 81 | Stone Aggr 20 mm 10 km by MT and 50 m by HL |
| 82 | Stones 10 km by MT and 50 m by HL |
| 83 | Steel 08 KM by MT and 50 m by HL |
| 84 | Stones 04 KM by MT |
| 85 | Stone Agg. 20 MM 28 KM by MT |
| 86 | Sand 58 km by MT |
| 87 | Crates 90 KM by MT |
| 88 | Stones 07 km by MT |
| 89 | Stone Agg. 20 MM 17 KM by MT |
| 90 | Sand 40 KM by MT |
| 91 | Crates 70 KM By MT |
| 92 | Cement 05 km by MT |
| 93 | Sand 30 KM by MT |
| 94 | Stones 03 km by MT |
| 95 | Cement 02 km by MT and 25 Mtr by HL |
| 96 | Sand 12 km by MT and 25 m by HL |
| 97 | Stone Agg. 20 MM 05 KM by MT and 25 mtrs by HL |
| 98 | Stone 05 KM by MT and 25 mtrs by HL |
| 99 | Crates 70 KM By MT and 25 Mtr by HL |
| 100 | Stone 05 KM by MT and 65 mtrs by HL |
| 101 | Crates 70 KM By MT and 65 Mtr by HL |
| 102 | Sand 27 KM by MT |
| 103 | Stone Agg. 20 MM 03 KM by MT |
| 104 | Stones 01 km by MT |
| 105 | Stone 05 KM by MT and 200 mtrs by HL |
| 106 | Stone Agg. 40 MM 03 KM by MT and 200 mtrs by HL |
| 107 | Sand 24 Km by MT and 200 mtrs by HL |
| 108 | Cement 03 km by MT and 200 Mtr by HL |
| 109 | Stone Agg. 20 MM 2 KM by MT and 195 mtrs by HL |
| 110 | Sand 23 Km by MT and 195 mtrs by HL |
| 111 | Cement 06 km by MT and 195 Mtr by HL |
| 112 | Cement 02 km by MT and 25 Mtr by HL |
| 113 | Sand 12 Km by MT and 25 mtrs by HL |
| 114 | Stone Agg. 20 MM 05 KM by MT and 25 mtrs by HL |
| 115 | Stone 05 KM by MT and 25 mtrs by HL |
| 116 | Stone Agg. 20 MM 08 KM by MT |
| 117 | Stone Agg. 40 MM 05 KM by MT and 200 mtrs by HL |
| 118 | Provision for installation of Hydraulic Gates Please Enable Macros to View BoQ information |
