|
| 1 | PART I- Site Levelling, Foundations and Fire wall |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 3 | Demolishing stone rubble masonry In cement mortar manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge in cement mortar |
| 4 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of Engineer - in- charge |
| 5 | Demolishing brick work manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 6 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.-Ordinary rock |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.- All kinds of soil |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m-All kinds of soil. |
| 9 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.-Ordinary rock |
| 10 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with ½ 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 :All kinds of soil. |
| 11 | Filling the area with departmental earth (excluding rock) in area in layers also filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 12 | Filling the area with departmental earth (excluding rock) in area in layers also filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 17 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 18 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 21 | Steel reinforcement for RCC work including,straightening,cutting,bending placing in position and binding all complete upto plinthlevel .Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Plastering with cement mortar 1:4, 12mm thick one coat floated hard and trowelled smooth including the cost of material and labour required for finishing the surface true to line and level and including the cost for scaffolding ,curing etc. complete in all respects. |
| 23 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 24 | Solid concrete block masonry for the super structure walls in CM 1:6 using solid blocks of size 30cm*20cm*15cm.The rate is inclusive of the cost of material and labour charges for constructing the walls true to lines and levels and cost for scafolding,cutting etc complete in all respects. |
| 25 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 26 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade -Two or more coat for new work(Exterial) |
| 27 | Collecting 40mm / 20m broken stone from the existing yard (Actual Thickness) and stacking out side the yard for taking measurement etc. complete including cost of stacking. |
| 28 | Collecting Sand/6mm brocken stone from the existing yard (Actual Thickness) and stacking out side the yard for taking measurement etc. complete including cost of stacking. |
| 29 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 30 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). (Departmental Supply). |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade for two or more coats on new work |
| 32 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level. |
| 33 | Structural steel works for Fabricating and fixing cable trays including all charges for cutting,drilling holes, fabricating, conveying and applying a coat of iron primer etc. complete using MS angles, Tees, channels etc as directed by the departmental officers at site. |
| 34 | 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 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 35 | Supplying, laying and jointing 200mm nominal dia. PVC pipes ( Kgf/cm²) and specials such as tees, bends, elbows,checknuts, etc. including refilling the trenches, etc. complete. |
| 36 | Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 |
| 37 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Flush/ Ruled pointing |
| 38 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) (RUBBLE DEP.SUPPLY) |
| 39 | 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 |
| 40 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead (chain link). |
| 41 | Fixing departmentally supplied 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 |
| 42 | 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 metres lead. |
| 43 | Painting with aluminium paint of approved brand and manufacture to give an even shade Two or more coats on new work. |
| 44 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge. |
| 45 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. |
| 46 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 47 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.Water bound macadam. |
| 48 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for within 50 metre lead as per direction of Engineer-in-Charge.which payment shall be made separately and stacking of serviceable material |
| 49 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted (Old CC paver blocks shall be supplied by the department free of cost) bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 50 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) -Depth not exceeding 1.5 m |
| 51 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) - Depth not exceeding 1.5 m. |
| 52 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 53 | Supply and fixing GI pipe of 150mm Dia including cutting laying, cost of specials etc and all labour chages etc. complete. |
| 54 | PART II- Electrical Part |
| 55 | Foundation bolt setting in position in all the foundation bases of one set of structure while concreting using proper template, tieing, welding the bolts to reinforcement if necessary and releasing the template after setting etc.complete as per the direction of the deptl. Officers at site. |
| 56 | Welding charge for welding on iron parts using arc welding as per standards |
| 57 | Cutting of steel angle |
| 58 | Stub setting of C2 columns and other equipment structures Please Enable Macros to View BoQ information |
