Refurbishment of Fabrication and Machine Shed at WIP, BARC Trombay

Amount

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 m to 3.0m depth from Average Ground Level

From 3.0m to 4.5m depth from Average Ground Level

From 4.5m to 6.00m depth from Average Ground Level

From 3.0 m to 4.5 m depth from Average Ground Level

From 4.5m to 6.0m depth from Average Ground Level

From 3.0 m to 4.5m depth from Average Ground Level

From 4.5m to 6.00m depth from Average Ground Level

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.,.

Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Additional charges over item Nos.1 to 3 and handling/disposal of any radioactive contaminated soil as per guidelines of Health Physics as per tender. Note: (i) The rates in respect of Item Nos 4, 5 and 6 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement (ii) Item 6.3 will be executed only if radioactive contaminated soil will be encountered during excavation:

Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for pre constructional anti termite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor.

SECTION-B: Flooring, Tiling & Dado :- Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrum available at BARC campus with a lead of up to 4 Km)

Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC)

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

Using Rubble available at site

Using Rubble brought by Contractor

Providing and laying 50 mm thick cement concrete flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 25 X 3 mm aluminium strip,This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings.

Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge Using Tiles of size 600 X 600 mm

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge.

Providing and fixing minimum 17 mm thick gang saw cut mirror polished granite (premoulded and prepolished) machine cut ZEBRA BLACK colour granite for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edge to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels

Providing , centering, shuttering Form work at all level 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, specifications and as directed by the Engineer-in-charge at all levels

SECTION-C: Form work :- 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, specifications and as directed by the Engineer-in-charge at all levels

For Substructure

For Superstructure

SECTION-D: Plain Cement Concrete:- 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

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

SECTION-E: Reinforced Cement Concrete:- Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser/super plasticiser / bonding agents) 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 upto plinth level

Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .

Extra for RCC all grades in super structure up to 20.00 metre height

SECTION-F: Reinforced Steel & Structural Steel:-Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with preferably PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grades of concrete etc. complete as per specifications and drawings. Notes: (i) Steel is to be supplied by the contractor. (ii)Using TMT bars of specified grades confirming to IS: 1786 of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL or TATA make only using virgin materials. (iii) The Contractor shall supply copy of documentry evidence of purchase of steel, Test certificates from these firms and also testing from third party from approved laboratory to be arranged at no extra cost. (iv) Cover blocks shall be of same grade of concrete.

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 produced by the own plants of SAIL , RINL (Vizag Steel) and TATA only using virgin materials. All test reports to be provided along with the supply of the materials. Note: (i) The Contractor shall shall supply copy of documentry eveidence and purchase of steel, test certification from approved manufacturers and also third party testing from approved laboratory without any extra cost. (II) 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. (III) Welding electrodes manufactured by M/S. Adani/Orelicon/ ESAB India &D&H of specified suitable grade only shall be used. iv) Holes to be drilled only by drilling machines and gas cutting of holes are not permitted. v)Rates inclusive of all consumables like gas, welding electrodes and tools and tackles etc.,.Using materials produced by the own plants of SAIL , RINL (Vizag Steel) and TATA only using virgin materials. All test reports to be provided along with the supply of the materials

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. Note: (i) The Contractor shall shall supply copy of documentry eveidence and purchase of steel, test certification from approved manufacturers and also third party testing from approved laboratory without any extra cost. (II) 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. (III) Welding electrodes manufactured by M/S. Adani/Orelicon/ ESAB India &D&H of specified suitable grade only shall be used. iv) Holes to be drilled only by drilling machines and gas cutting of holes are not permitted. v)Rates inclusive of all consumables like gas, welding electrodes and tools and tackles etc.,.Using materials produced by the own plants of SAIL , RINL (Vizag Steel) and TATA only using virgin materials. All test reports to be provided along with the supply of the materials

Up to and including 300 mm Joists, 350 mm channels, and below sections using materials produced by SAIL / RINL (Vizag Steel) / TATA. All test reports to be provided along with the supply of the materials

Above 300 mm Joists, 350 mm channels, sections using materials produced by SAIL / RINL (Vizag Steel) / TATA. All test reports to be provided along with the supply of the materials

Providing and placing at site MS foundation bolt of required size, shape and length as per IS:5624, of mechanical property class – 6.8 as per IS:1367-Part-3, with two numbers of compatible hexagon nuts of class 14H (conforming to IS:1367, part 7), washers conforming to IS : 2016 with each bolt of reputed make, fixing at site complete as per drawing and technical specifications. (a) Bolt size M30 X 3.5, length 500mm with top 100 mm as threaded portion at one end.

G.I. Crimpnet gate:- Providing, fabrication, erection of G.I. Crimpnet gate and side supports with the following details: a) Excavation for side supports, soling, PCC, formwork and curing. b) 150mm square Box type side supports in position using 2 Nos. ISMC 150 (unit weight 16.4 kg/m) with hold fasts on four sides of side supports using angle 65 x 65 x 6mm and 12mm thick base plate of size 300mm x300mm below box type side supports. c) Gate shutter with G. I. Tubular frames of Class 'C' / heavy duty G. I. pipes and bends (Nominal pipe size - 1 1/2" NB, 38mm i/d, 5.41kg/m), G. I. Crimpnet of size 50mm X 8g welded on angle iron frame of ISA 40x 40x5mm. Fixing of M. S. flat beading of size 20 x 5mm to hold crimpne. d). Wheels and semi circular 20mm flat below wheel for easy movement of gate. e) Pivot type hinges (3 nos. for each shutter of gate), locking arrangements (aldrop and tower bolts.) f) Painting of gates using priming coat. (Gate - 01 Nos.)

Providing and fixing 35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws

SECTION-G: Masonary Work and Plastering:- Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to 6m ht in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge Brickwork at all levels with standard bricks in C.M 1:4 using crushed Sand

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 stiffners 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 but excluding reinforcement up to 20 m height. (Reinforcement will be paid under relevant item)

Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge

Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding upto 6m height complete all as per specifications and as directed at site by the Engineer-in-charge

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. (onlyareaofthe chicken mesh used alone will be measured)

SECTION-H: Painting and Water proofing:- Providing and Painting with 1st quality acrylic washable distemper (ready made) with Two coats on new work of approved make and manufacturer and of required shade and colour, including scaffolding, preparation of the surfaces ,etc., including a coat of approved cement primer.as per manufacturer's specifications and as directed by the Engineer-in-charge. (at all levels)

Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.

Providing and painting walls with (TWO coats) of approved shade of high build protective, elastomeric water proof exterior grade paint of approved make of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manudacturer's specifications including preparation of the surfaces by scrapping / wire brush , scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Engineer-in-charge. (at all levels)

Providing Chemical based water proofing of modified acrylic emulsion Polymer and Elasomeric waterproofing coating of "M/s. INDOFIL"- MC-76 or approved equivalent product over terrace slab/ parapet/ side walls etc. at all elevations including polycon based fibrous net complete including cleaning and preparation of surface and testing by ponding water complete with following operations 1. Removing of all loose materials by wiremesh and clean entire terrrace with clean water by using water jet wherever required. 2.Open all visible crack by plaster cutting machine in "V" shape 3. Dilute Indifil binder with water in the Ratio of 1:4 and pour on the bare slab to be treated 4. Apply Indfofil binder and cement in the ratio of 1:1 and water to obtain paste like consistancy and fill the cracks. 5.Apply Indofil bond coat of INDOFIL binder and cement in the ratio of 1:1 to entire terrace. 6. First coat of INDOFIL binder & cement at the rate of 1.48sq.m per litre of Indofil 7.Lay polycon based firous net (polester geotextile of minimum 80 GSM) for entire area immediately before drying of first coat to get proper bonding 8. Apply one miore coat of INDOFIL binder & cement above fibre net 9. Apply 2 coats of INDOFIL- FlexCote -WP @ 2.40 Sq.M per litre with dilution 10% weight of potable water. 10.Test the surface for water tightness

SECTION-I: Doors, Aluminum Works, Structural Glazing :- Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately)

Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)

Extra for colour anodizing

Providing and fixing 12 mm thick pre-laminated particle board flat pressed 3 layer or graded wood particle board conforming to IS 12823 Grade-I, Type - II in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P Brass / Stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge Prelaminated particle board with decorative lamination on both sides

Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item)

With clear float glass panes of 5.00 mm thickness

With clear float glass panes of 6.00 mm thickness

Designing, providing and fixing of 4 mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs and including aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.

Providing and fixing aluminium aldrops of size 250 X 16 mm ISI marked anodised transparent or dyed to requried colour or shade with necessary screws, bolting from rear side complete as per specifications and as directed by the Engineer-in-charge

Manufacture, supply and installation of louvers made of 4 mm thick aluminium composite panels of approved make in the external vertical face and flush with the facade system for inlet of fresh air as per the design / details including all necessary aluminium (with minimum 25 micron thick anodisation) frames, sub frames, peripheral flashings to avoid any ingress of water inside the building with stainless steel bird wire mesh on the inside etc. complete as per details in approved shop drawing and specifications

Supplying and fixing Rolling shutters gear operated type with handles including top hood 0.90 mm thick of approved make as per ISI standards made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters

Extra over the cost of rolling shutters for providing and fixing motorized arrangements (with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge.(only power supply point will be provided) .For rolling shutters up to 15.00 sq.m opening area.

Extra over the cost of rolling shutters for providing wicket gate of specified size in the M.S rolling shutters including fixing with fixing arrangements, hinges, locking arrangements, frames etc. all as per standard specifications and as directed by the Engineer-in-chargecomplete.

SECTION-J: Roofing:- Providing and fixing precoated Galvalume Roofing profile sheets 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 as directed by the Engineer-in-charge Galvalume sheet roofing 0.50 mm Thickness in Single sheet

Providing and fixing precoated Galvalume roofing accessories up to 600 mm total width for ridges, gutters, aprons,and flashings 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.

SECTION-K: Water Supply, Drainage and Sanitary appliances:- Providing and forming dry stone pitching of 230mm thick over the filled earth surface including laying to the required grade and slope, packing and filling the intersects with broken stone and gravel, watering, compaction etc., complete in all respects all as per specification and as directed by the Engineer-in-Charge.

20 mm dia G.I pipe

25 mm dia G.I pipe

Making connection of distribution branch with G.I main of 25 to 40 mm nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge

Providing and fixing C.P Brass stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge. 20 mm n.b CP brass open stop cock of approved make and type

Painting G.I pipes with 2 coats of synthetic enamal paint of approved colour over a coat of approved Zinc Chromate Primer all as per specifications and as directed by the Engineer-in-charge.

For 20 mm Dia G.I pipe

For 25 mm Dia G.I pipe

Providing and fixing square mouth S.W.150 x 100 mm size gully trap "P" type complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design.

Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge.

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix cement plastered on both sides with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 230 mm diameter

Providing, supplying, fixing in position, under floors or in walls 75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.

Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Engineer-in-charge

Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with approved make- stainless steel 304 grade STUDS (min 4Nos) (with wall spacers) and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of approved make Aquaseal model with Push cock of approved make,with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with dome grating, clamps complete all as per specifications drawings and as directed by the Engineer-in-charge.

Providing and fixing white vitreous China wash basin size 630 x4 450 mm and equivalent sizes of approved make with C.I. brackets, 15 m C.P. brass pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge

Providing and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge.

Providing and fixing 150 X150 mm soap dish of white viterious Chinaware, of approved make including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Engineer-in-charge

Providing and fixing 15 mm dia C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Engineer-in-charge

Providing and fixing PVC rain water pipes SWR PIPE 110 mm O/D conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge

Providing and laying non pressure NP2 class RCC Hume pipes 150 mm Dia of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.

SECTION-L: Dismanling Works:- Dismantling of GI chainlink fabric fencing made of GI wire of dia 4mm including making roll and stacking within 50 m .

Segregation, transport by mechanical means / shifting, loading and un loading scrap and stacking in proper places as directed by stores staff. The party has to carry out the work as per instructions from deptt. Engineers and stores, security for executing the job.

Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately including cutting reinforcement bars all as directed at site.

Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc.

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

Dismantling roofing including ridges, valleys and gutter etc and stacking the material within 50 m lead G.S Sheet / FRP Sheet / AC Sheet

Dismantling and stacking within 100 m lead fencing posts or struts including all earth work and dismantling of concrete etc "T" or "L" iron or pipe

Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead

Dismantling cement asbestos, Celotax or other hard board ceiling or Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplaus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge

Lead charges for debris 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.

Lead charges for debris Lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Lead charges for Debris for lead Exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Note: The rates in respect of Item Nos 76 to 78 are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement

Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding

ANUBHAV ENGINEERING COMPANY

A B Swamy & Associates

SUNIL CONSTRUCTION