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| 1 | DISMANTLING PLAIN CEMENT CONCRETE manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200m lead as per direction of Engineer-in-Charge. |
| 2 | DISMANTLING BRICK WORK in cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100m lead as per direction of Engineer-in-Charge. |
| 3 | DISMANTLING OF RCC WORKS carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200m lead as per direction of Engineer-in-Charge. |
| 4 | DISMANTLING BRICK BAT COBA CEMENT BASED WATER PROOFING over roof and chajjas carefully with out damaging adjacent structures including lowering and stacking of materials and disposal of unserviceable materials within 200m lead as per direction of Engineer-in-Charge. |
| 5 | DISMANTLING OLD PLASTER OR SKIRTING carefully, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 500m lead etc. complete as directed by the Engineer-in-Charge. |
| 6 | DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tile up to 25 mm etc. complete as directed by Engineer-in-Charge. |
| 7 | DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tiles above 25 mm and up to 40 mm etc. complete as directed by Engineer-in-Charge. |
| 8 | Labour charges for DISMANTLING EXISTING SHAHBAD STONE PAVEMENT OR PAVER BLOCK PAVEMENT AND RE-LAYING in footpaths, in Plinth Protection etc. carefully without damaging and re-laying the same over a bed of stone grit 150 mm consolidated thickness, to proper slope, including cutting the edges to proper lines and sunk pointing with Cement mortar 1:3 with 15 mm x 10 mm groove cross wire and longitudinally and curing etc. complete as directed by Engineer in charge. (Grit to be provided by the Contractor) |
| 9 | DISMANTLING KERB STONE AND RE-FIXING carefully without damaging the stone, including removal of earth, base PCC etc. and refixing the same in line and level on newly laid base PCC 1:3:6 and pointing the exposed faces in cement mortar 1:3, curing etc. complete as directed by the Engineer in charge. The rate shall also include charges for disposal of unserviceable materials within 50m lead. The base PCC laid shall be paid separately under relevant item. |
| 10 | DISMANTLING DOORS, WINDOWS AND CLEAR STOREY OPENINGS (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100m lead (full windows) of area 3.00 SqM and below etc. complete as directed by the Engineer-in-Charge. |
| 11 | DISMANTLING DOORS, WINDOWS AND CLEAR STOREY OPENINGS (steel /wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area beyond 3.00 SqM etc. complete as directed by the Engineer-in-Charge |
| 12 | DISMANTLING ALUMINIUM / GYPSUM PARTITIONS, DOORS, WINDOWS, FIXED GLAZING AND FALSE CEILING including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-Charge. |
| 13 | REMOVING FLAT BACK URINALS / EWC / OWC / AIWC carefully along with the cast iron / ceramic / plastic flushing cistern including all its accessories, items including removing bracket screws & existing C.P. fittings & stacking of debris within 200m lead as per direction of Engineer-in-Charge. |
| 14 | REMOVING HAND WASH BASIN carefully along with bottle trap, stop cock, pillar tap, brackets & PVC connections carefully & stacking of debris within 200m lead as per direction of Engineer-in-Charge. |
| 15 | DISMANTLING FLUSHING CISTERN of any size including all its accessories, removing bracket screws including stacking of useful materials near the site and disposal of unserviceable materials within 100m lead as directed by Engineer-in-Charge. |
| 16 | DISMANTLING THE FOLLOWING DIA OF C.I PIPES including excavation, taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-Charge. |
| 17 | 75 mm Dia to 200 mm Dia C. I pipe |
| 18 | DISMANTLING G.I. PIPES of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-Charge. |
| 19 | DISMANTLING STEEL WORK in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead |
| 20 | EARTH WORK EXCAVATION by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-Charge (a) From 0.00 to 1.50 m depth from Average Ground Level. |
| 21 | Earth work in SURFACE EXCAVATION not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan area in all types of soils except soft and Hard rock, including disposal of excaved earth up to a distance of 50m. Disposed soil to be levelled and neatly dressed all as per specifications and as directed by the Engineer-in-Charge. |
| 22 | LEAD CHARGES FOR LEAD UPTO 30 KM by mechanical transport including loading, unloading, stacking / levelling etc. The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement.Note: Finding authorised ground for disposing debries, transporting of debries at disposal ground, disposing, stacking, levelling & statutory charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum One Track Load. |
| 23 | Debris Beyond 4 Km but up to and including 5 Km. |
| 24 | Debris Beyond 5 km for every 1 KM or part thereof upto 30km |
| 25 | Supplying, stacking and laying of 230 mm THICK RUBBLE SOLING STONES as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 26 | Providing and laying in position CEMENT CONCRETE OF 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete at all levels.Note: Minimum Cement Content to be as per the latest revision of the relevant IS Codes. |
| 27 | Providing, centering, shuttering FORM WORK USING PVC FILM FACED PLYWOOD to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and specifications at all levels and as directed by the Engineer-in-Charge. For Super Structure with all necessary accessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-Charge. |
| 28 | Providing and laying in position CEMENT CONCRETE OF 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels with all necessary accessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-Charge.Note: Minimum Cement Content to be as per the latest revision of the relevant IS Codes. |
| 29 | Providing and laying in position REINFORCED CEMENT CONCRETE (RCC) OF GRADE M-30 using 20 mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or superplasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. Complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level and as directed by the Engineer-in-Charge.Note: Minimum Cement Content to be as per the latest revision of the relevant IS Codes. |
| 30 | Providing REINFORCEMENT FOR REINFORCED CEMENT CONCRETE at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tying in position with 1.6 mm dia soft drawn annealed binding wire all labour charges, cost of cover blocks in specified grade of concrete etc. complete including cost of binding wire as per specifications and drawings. Steel Supplied by the Contractor. Using TMT bars of specified grade all dia bars to be supplied by the contractor of IS Code IS: 1786 complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-Charge. |
| 31 | Providing STRUCTURAL STEEL WORK using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge.up to and including 300 mm Joists, 350 mm channels, and below sections using materials . The Structural Steel should be as per IS : 808 or relevant IS Code as applicable as per the technical specifications for civil & PH works already published in BARC website.Notes : 1. Structural steel confirming to IS 2062 shall be supplied. 2. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes of specified suitable grade only shall be used. 4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. |
| 32 | Providing and FIXING ANCHOR FASTENER of approved make including drilling in concrete as per requirement for fixing EPs or other structures all as specified by the manufacturer etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge. 16 mm diameter & 200 mm Long |
| 33 | Making the OPENING IN BRICK MASONRY FOR DOOR / WINDOW / CLEAR STORY OPENING including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface including disposal of mulba/ rubbish to the nearest dumping ground etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge. |
| 34 | Providing and constructing BRICK WORK in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-Charge. Brickwork in super structure with standard bricks in C.M 1:4 using crushed sand etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge. |
| 35 | Providing and constructing HALF BRICK MASONRY using bricks of approved quality / class, make/ brand in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffeners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications and as directed by the Engineer-in-Charge up to 20 m height. |
| 36 | Providing 15 mm THICK INTERNAL PLASTER as back coat in cement mortar 1:4 without cement punning (using Crushed Sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete. |
| 37 | Providing 20 mm THICK EXTERNAL PLASTERING in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding up to 10m height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-in-Charge. |
| 38 | Providing 20 mm THICK PLASTERING USING READY MIX EXTERNAL PLASTERING COMPOUND for External faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning complete. all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-Charge. |
| 39 | Providing and fixing G.I. CHICKEN MESH in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-Charge. (only area of the chicken mesh used alone will be measured) |
| 40 | Providing SFMC MICRO CONCRETE for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-Charge. Using 100% SFMC Please Enable Macros to View BoQ information |
| 41 | Providing SFMC MICRO CONCRETE for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-Charge. Using 100% SFMC Please Enable Macros to View BoQ information |
