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| 1 | DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tile up to 25mm etc. complete as directed by Engineer-in-Charge. |
| 2 | DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tiles above 25mm and up to 40mm. |
| 3 | 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.. |
| 4 | 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. |
| 5 | 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. |
| 6 | DISMANTLING OLD PLASTER OR SKIRTING carefully, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100m lead. |
| 7 | DISMANTLING OLD CEILING PLASTER and cleaning the surface for plaster including scaffolding disposal of rubbish to the dumping ground within 200 m lead etc. complete as directed by the Engineer-in-Charge. |
| 8 | 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. |
| 9 | 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 Sq.M and below. |
| 10 | 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 Sq.M etc. complete as directed by the Engineer-in-Charge. |
| 11 | DISMANTLING ALUMINIUM FRAME WORK / GYPSUM PARTITIONS / FIXED GLAZING / FALSE CEILING including disposal of unserviceable surplus material and stacking of serviceable materials within 100m lead as directed by the Engineer-in-Charge. |
| 12 | 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 the same as directed by Engineer-in-Charge. |
| 13 | REMOVING HAND WASH BASIN carefully along with bottle trap, stop cock, pillar tap, brackets & PVC connections carefully & stacking the the same as directed by Engineer-in-Charge. |
| 14 | 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 ofEngineer-in-Charge. |
| 15 | 75 mm Dia to 200 mm Dia C.I. Pipe |
| 16 | DISMANTLING G.I. PIPES OF ALL DIAMETER INTERNAL / EXTERNAL WORK including excavation and refilling trenches after taking out pipes manually/ by mechanical means including stacking of pipes within 100m lead as per direction of Engineer-in-Charge.Note: measurement shall be considered as centre line measurements of pipes of all dia. including fittings & fixtures & no extra payment shall be made for the attached fittings & fixtures. |
| 17 | DISMANTLING PVC OR ASBESTOS RAIN WATER PIPE OF ALL DIAMETER with fittings and clamps including the serviceable materials within 100 m lead as directed by the Engineer-in-Charge |
| 18 | REMOVING DGU / PLAIN GLASS FROM THE EXISTING GLASS DOME SURFACE including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-Charge. |
| 19 | 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 debris, transporting of debris 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. |
| 20 | Debris up to and including 5 km |
| 21 | Lead Charges for Lead Exceeding 5KM for every 1KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. |
| 22 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20mm) 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.Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 23 | Providing and FIXING ANCHOR FASTNER of approved make including drilling in concrete as per requirement for fixing EPs or other structures all as specified by the manufacturer complete all as per specifications and drawings or as directed by Engineer-in-Charge. |
| 24 | 10 mm diameter 100 mm Long |
| 25 | 12 mm diameter 100 mm Long |
| 26 | 16mm diameter & 100 mm Long |
| 27 | 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 of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials.Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2)Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC. |
| 28 | Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position STRUCTURAL STEEL MEMBERS LIKE TRUSSES, PURLINS, POSTS ETC. USING MS HOLLOW / CIRCULAR / SQUARE / RECTANGULAR TUBULAR SECTIONS including Appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge.Note: 1) Material to be used of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. 2) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 3)Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 4) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5) Edges of plates shall be grinded to uniform smooth finish. 6) Full length welding shall be carried out as directed by the EIC. |
| 29 | Providing Structural steel work in M.S Plain Plates and Chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials manufactured by approved brands only. Confirming to IS:2062. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 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 rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 4) All test reports to be provided along with supply of materials |
| 30 | 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | Providing & Applying CEMENT GROUTING complete as per specifications (i) Clean the surface with clean water & keep wet for some time, (ii)Mix required quantity of GROUT with 11% to 13% water to get desired consistency, (iii)Mix with low speed spiral mixer to get lumps free paste, (iv)Pour the mix continuously with pressure jet as directed by Engineer-in-Charge. |
| 35 | Providing & applying 2 COATS OF ACRYLIC EMULSION BASED WATERPROOFING CEMENT COAT for Internal/External faces of brickwork / concrete surfaces including river sand spray over the coated surface or preparation of the surface for plastering, curing, finishing etc. complete as per specifications (i) Mixing 1kg above material with 1 kg Cement (1:1) and make a consistent pest/mixture, (ii) Clean the old surface dust free and apply 1st coat, (iii) Wait for 4-6 hrs, (iv) Apply 2nd coat at 90 degree direction of 1st coat etc. Coverage @ 3-3.5SqM/Kg of above material etc. complete as directed by the Engineer-in-Charge. |
| 36 | Providing & applying 2 COATS OF ACRYLIC, CEMENTITIOUS, POLYMER MODIFIED FLEXIBLE EMULSION BASED WATERPROOFING & PROTECTIVE CEMENT COATING having technical properties i.e. Maximum Elongation 50%, Pot life 40minutes, Water Permeability @ 5bar, Adhesive strength 1N/SqM for Internal faces of brickwork / concrete surfaces including river sand spray over the coated surface or preparation of the surface for plastering, curing, finishing etc. complete as per specifications (i) Mixing 1kg of above material with 1 kg Cement (1:1) and make a consistent pest/mixture, (ii) Clean the old surface dust free and apply 1st coat, (iii) Wait for 6-8 hrs, (iv) Apply 2nd coat at 90 degree direction of 1st coat etc. Coverage @ 1.65 to 1.7 SqM/Kg of above material etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
| 37 | Providing & applying 2 COATS OF ACRYLIC, CEMENTITIOUS, POLYMER MODIFIED FLEXIBLE EMULSION BASED WATERPROOFING & PROTECTIVE CEMENT COATING having technical properties i.e. Maximum Elongation 50%, Pot life 40minutes, Water Permeability @ 5bar, Adhesive strength 1N/SqM for Internal faces of brickwork / concrete surfaces including river sand spray over the coated surface or preparation of the surface for plastering, curing, finishing etc. complete as per specifications (i) Mixing 1kg of above material with 1 kg Cement (1:1) and make a consistent pest/mixture, (ii) Clean the old surface dust free and apply 1st coat, (iii) Wait for 6-8 hrs, (iv) Apply 2nd coat at 90 degree direction of 1st coat etc. Coverage @ 1.65 to 1.7 SqM/Kg of above material etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |