|
| 1 | Slip clearance in ordinary soils disposal lead upto 50 m and lift upto 1.5 m |
| 2 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 3 | Slip clearance in soils; mixed with Decomposed Rocks; by blasting or any other means |
| 4 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the - Non-pressure NP-3 class (Medium duty) R.C.C. Pipes 450 mm dia. R.C.C. Pipe |
| 5 | 600 mm dia. R.C.C. pipe |
| 6 | 900 mm dia. R.C.C. pipe |
| 7 | 1000 mm dia. R.C.C. pipe (laying by manual/mechanical |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth Without bond stone (Nallah stone) - Complete job |
| 9 | Breaking of Boulders by manual means coming under the alignment/already existed in drains, road etc. including all lead and lift (whenever required as per the necessity of the site) L.S. |
| 10 | Breaking of Boulders by mechanical means coming under the alignment/already existed in drains, road etc. including all lead and lift (whenever required as per the necessity of the site) L.S. |
| 11 | Supply of Labour to remove the mulba from the blocked/choked drains and for carrying out other allied works (whenever reqired) with all necessary tools and disposal of mulba at the site provided by the at site incharge of the Forest Department (Complete Job) |
| 12 | Supply of Skilled Labour at site such as welder, plumber, electrician etc as equied for maintenance of the Jambu Zoo infrastructure (Complete Job) |
| 13 | Providing and laying of River Bed Material in layers not exceeding 20 cm in depth including spreading rolling, watering and compacting in with power road roller 8 to 10 tonne power capacity road roller. Complete job (LMR) |
| 14 | Providing & making crates of mesh size 100 by 100 mm( size of crates 6.00 m x 1.20 m x 1.20 m) as per direction of Engineer-in-charge excluding carriage of stone but includes handpacking of stones, knitting of crates-complete job |
| 15 | Silt clearance - Dry |
| 16 | Silt clearance - Wet |
| 17 | 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 kind 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 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 |
| 19 | 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 kind of soil |
| 20 | 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 - ordinary rock |
| 21 | 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: 25 meter beyond 1 m from cutting edge - all kind of soil |
| 22 | 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: 25 meter beyond 1 m from cutting edge - ordinary rock |
| 23 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 24 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm |
| 25 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20 % boulders Qty of concrete |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20 % boulders Qty of stones |
| 28 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size (Complete Job) |
| 29 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 30 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 31 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade |
| 32 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes110 mm diametre |
| 33 | Applying priming coat: 13.58.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 34 | Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 1 mm thick |
| 35 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 36 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 37 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works., Stand Barrier Railing Height |
| 38 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 39 | 12 mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) (Complete Job) |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (Complete Job) |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 42 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes 9.8.13.1 4 mm thick glass pane (weighing not less than 10 kg/sqm) |
| 43 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class teak wood, |
| 44 | Second class teak wood, |
| 45 | First class deodar wood, |
| 46 | Second class deodar wood, |
| 47 | First class kail wood, |
| 48 | Second class kail wood, |
| 49 | Sal wood, |
| 50 | Kiln seasoned and chemically treated hollock wood |
| 51 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 52 | 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) |
| 53 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 54 | 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) |
| 55 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 57 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 58 | Suspended floors, roofs, landings, balconies and access platforms. |
| 59 | Shelves (cast-in-situ) |
| 60 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 61 | Columns, pillars, piers, abutments, posts and struts. |
| 62 | Edges of slabs and breaks in floors and walls: Under 20 cm wide |
| 63 | 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. |
| 64 | Hire charges for welding set and generator |
| 65 | Cleaning of tearrace/loft water storage tank (inside surface area) upto 2000 ltr capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-charge. |
| 66 | Cleaning of septic tanks by mechanical means including disposal outside the municpalaity limits |
| 67 | Providing and placing on terrace (at all floorlevels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessarry holes for inlet, outlet and overflow pipes but without fittings and te base support for tank |
| 68 | Carriage of Slip/Earth/Silt - 1 km |
| 69 | Carriage of Sand/Aggregates/Bajri - 10 km mt |
| 70 | 50 m HL |
| 71 | 100 m HL |
| 72 | 150 m HL |
| 73 | 200 m HL |
| 74 | Carriage of stone - 10 km mt |
| 75 | 50 m HL |
| 76 | 100 m HL |
| 77 | 150 m HL |
| 78 | 200 m HL |
| 79 | Carriage of NP3 pipe - 10 km mt Please Enable Macros to View BoQ information |
