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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 25 mm 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 25 mm and up to 40 mm etc. complete as directed by Engineer-in-Charge. |
| 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 as per direction of Engineer-in-Charge. |
| 7 | DISMANTLING OLD CEILING PLASTER carefully 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 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 etc. complete as directed by the Engineer-in-Charge. |
| 9 | 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. |
| 10 | 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. |
| 11 | REMOVING BITUMEN BASED / CHINA MOSAIC WATERPROOFING from terrace, chajjas etc. disposing within 50 mtr. as per direction of 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 same as directed by Engineer-in-Charge. |
| 14 | 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 100m lead as per direction of Engineer-in-Charge. |
| 15 | DISMANTLING C.I. PIPES OF FOLLOWING DIA IN SHAFTS / open piping including taking out the pipes manually, 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 |
| 16 | 75 Dia C. I pipe |
| 17 | 100 Dia C. I pipe |
| 18 | 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 |
| 19 | Lead charges for lead beyond 4 KM upto and including 30km, by mechanical transport including loadingunloading, stacking / levelling etc. as directed by the Engineer-in-charge Note: The rates in respect of this Item isapplicable for NET Quantities arrived at after making deduction for voids @ 30% in respect of Debris 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 beyond 4 Km but up to and including 5 km |
| 21 | Debris beyond 5 Km for every 1 km or part therof |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. Note: (1). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 25 | 10 mm diameter 100 mm Long |
| 26 | 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, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Scaffolding will be paid separately under relevant item. (6). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 27 | Providing STRUCTURAL STEEL WORK in M.S Plain Plates and chequered 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. 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. This work is including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. all complete as per drawings and as directed by the Engineer-in-Charge.Notes : '(1) 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. '(2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (3) Edges of plates shall be grinded to uniform smooth finish. '(4) Full length welding shall be carried out as directed by the EIC. |
| 28 | Providing and fixing PRECOATED GALVALUME ROOFING PROFILE SHEETS (0.50mm Thickness in Single Sheet) of approved size, shape and pitch up to and including single length of 12.00 m. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Scaffolding will be paid separately under relevant item. Note: (1). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 29 | Providing and fixing ROOFING ACCESSORIES OF GALVALUME SHEET up to 600 mm total width for ridges, gutters, aprons, and flashings for precoated Galvalume Roofing using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Scaffolding will be paid separately under relevant item. (2). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 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 etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge. |
| 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 etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge. |
| 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 etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge but excluding reinforcement up to 20 m height. Reinforcement will be paid under relevant item) |
| 33 | Providing 15 MM THICK INTERNAL PLASTER 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 as directed by the Engineer-in-Charge. |
| 34 | 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 including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Scaffolding will be paid separately under relevant item. (2). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 35 | Providing & applying 12 mm THICK READY MIX INTERNAL WATERPROOF PLASTERING for Internal/External faces of brickwork / concrete surfaces including preparation of the surface, curing, finishing etc. complete as per specifications (I) Clean the loos particle, dust, oil, grease etc. properly from the surface, (ii) Mix required quantity of Waterproof Plaster with 2.8 to 3.2 litres of water to get desired consistency, (iii) Mix with low speed spiral mixer to get lumps free paste, (iv) Apply on surface with trowel, Coverage @ 0.92 to 1.10 SqM/20Kg to get even surface etc. including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Scaffolding will be paid separately under relevant item. (2). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 36 | 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 including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 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 40 minutes, Water Permeability @ 5bar, Adhesive strength 1N/SqMM 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. including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 38 | 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. including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. Please Enable Macros to View BoQ information |
| 39 | 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. including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: (1). Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. Please Enable Macros to View BoQ information |
