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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer- in- charge; 2.1.1 all kinds of soil . |
| 2 | 1:6:12 (1 cement :6 coarse sand (zone-III ): 12 graded Brick aggregate 40 mm (nominal size) |
| 3 | Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in : Cement mortar 1:4 (1Cement: 4 C-Sand ) |
| 4 | Centering and shuttering including strutting , propping etc. and removel of Foundations, footings, bases of columns, etc for mass concrete |
| 5 | Suspended floors, roofs, landing, balconies and access plateform |
| 6 | Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15O landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase 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(1cement :1.5 coarse sand (zoneIII): 3 graded stone aggregate 20mm nominal size). |
| 7 | 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. |
| 8 | Brick work with common burnt clay (non modular) bricks of class-150 in superstrutre above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete.40 mm thick with 20mm nominal size stone aggregate. |
| 10 | Providing and laying virtified tile s in different sizes (thickness to be specified by the manufacturer ) with water absorption less than 0.08% and conforming to IS :15622 , of approved make , in all colours and shade , laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigment etc. completeSize of tile 600x600mm |
| 11 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand ) |
| 12 | Finishing walls with putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all materials, labour, T&P etc. required for proper completion of work. |
| 13 | Finishing walls with two coat of acrylic smotth exterior paint of best quality including supply of all material, labour and T&P etc. |
| 14 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. Concealed work, including cutting chases and making good the walls etc. 32mm nominal outer dia pipes. |
| 15 | Providing and fixing C.P brass bib cock of approved qualty conforming to IS:8931 : 15 mm nominal bore |
| 16 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P brass waste of standerd pattern, including painting of fittings and brackets, cutting and making good the walls wherever required: White Vitreous China wash basin size 630X450mm with a pair of 15 mm C.P brass pillar taps |
| 17 | Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and bracket, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors whereever required: White vitreous china dual purpose WC pan with white solid plastic seat plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. |
| 18 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe,with manually controlleddevice (handle lever) conformingtoIS:7231,withall fittings andfixtures complete, including cutting andmakinggood the walls andfloors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 19 | Mirror of Atul make with Indian polish of 600X450 mm dia size with beveled edge. |
| 20 | PVC water storage tank syntrex or equivalent |
| 21 | Providing and fixing 1mm thick M.S.sheet door with frame of 40X40X6 mm angle iron and 3 mm M.S gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S.angels 40X40X6mm for diagoinal braces |
| 22 | KITCHEN,FOOD COURT.Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer- in- charge; 2.1.1 all kinds of soil . |
| 23 | 1:6:12 (1 cement :6 coarse sand (zone-III ): 12 graded Brick aggregate 40 mm (nominal size) |
| 24 | Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in : Cement mortar 1:4 (1Cement: 4 C-Sand ) |
| 25 | Providing and laying damp proof course 25mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zoneIII): 4 graded stone aggregate 12.5mm nominal size) |
| 26 | Brick work with common burnt clay (non modular) bricks of class-150 in superstrutre above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 27 | Centering and shuttering including strutting , propping etc. and removel of Suspended floors, roofs, landing, balconies and access plateform |
| 28 | Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15O landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase 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(1cement :1.5 coarse sand (zoneIII): 3 graded stone aggregate 20mm nominal size). |
| 29 | 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. |
| 30 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete. 40 mm thick with 20mm nominal size stone aggregate. |
| 31 | Providing and laying virtified tile s in different sizes (thickness to be specified by the manufacturer ) with water absorption less than 0.08% and conforming to IS :15622 , of approved make , in all colours and shade , laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigment etc. completeSize of tile 600x600mm |
| 32 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand ) |
| 33 | Finishing walls with putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all materials, labour, T&P etc. required for proper completion of work. |
| 34 | Finishing walls with two coat of acrylic smotth exterior paint of best quality including supply of all material, labour and T&P etc. |
| 35 | Providing and fixing 1mm thick M.S.sheet door with frame of 40X40X6 mm angle iron and 3 mm M.S gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S.angels 40X40X6mm for diagoinal braces |
| 36 | Gazebo for Food Court |
| 37 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 38 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 39 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 40 | 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. (2)With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25). |
| 41 | Providing and applying tack coat with bitumen using @ of 0.30 kg/sqm asphalt before B.M & B.C layer including etc all complete. |
| 42 | Dense Graded Bituminous macadam (DGBM)(average) with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified grading permixed with bituminous binder @ 4.5 percent of mix and filler transporting the mix with paver finisher etc all complete. |
| 43 | Providing and laying bituminous concrete (BC) thick (average) with computerised HMP type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified grading permixed with bituminous binder (CRMB) @ 5.4 percent of mix and filler transporting the mix with paver finisher etc all complete work. |
| 44 | 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 colour & 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. |
| 45 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 46 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete |
| 47 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 48 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 49 | Road delinator- S/F of MS delinator made of mild steel with pure polyster coating with the min. thickness of powder coating of not less than 40micron for protection against corrosion. The surface should be concealed so that these shouls not be any exposed surface without powder coating. the rate shall include all material, labour, T & P, transportation, installation and incidents all complete as per direction of the engg. in charge. |
| 50 | Flexible median marker as per IRC 79:2019 |
| 51 | Painting lines, dashes, arrow etc on roads in two coats on new work, upto 10cm in width |
| 52 | Linear delineator system |
| 53 | Bollard (double side) |
| 54 | Solar power road marker |
| 55 | Retro reflectorised traffic sign as per IRC 67-2012, 90cm eq. triangle with diffiniation plate size- (20cmx60cm) |
| 56 | DrainExvcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5m and lead up to 30m and including filling watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 mtr from the foundation trenches i/c all T&P etc complete. |
| 57 | Cement concrete with 4cm gauge approved stone ballast, approved coarse sand, cement in proportion (8:4:1) i/c supply of all materials, labour and tools and plat etc required for proper completion of work. |
| 58 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in Wall |
| 59 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 60 | 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 Please Enable Macros to View BoQ information |
