Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Servicing the aluminium doors of different sizes at various lifts, fully panelled/partly glazed including oiling and minor adjustment of hydraulic floor spring and hydraulic door closers, tie rod and dead lock has required for smooth movement of doors with screws, bolts and nuts wherever required for free movement of doors and locking of shutters to be properly achieved etc. complete any replacement of wornout item with a new materials will be paid for separately under relevant schedule items all as directed by the Engineer-in-Charge. |
| 2 | Providing and fixing Stainless steel (SS 304 Grade) adjustable friction windows stays of size 205x19mm of Geetavin/Imex or approved quality with necessary stainless steel screws to the side hung windows as per specifications and as directed by the Engineer-in-charge. |
| 3 | Providing and fixing 6 Lever Brass Mortice Lock ‘Godrej/Everite’ or other approved equivalent make suitable for flush door with a pair of keys complete all as per specification and drawings. |
| 4 | Providing and fixing Locks for Aluminium Sliding window shutters with GEETAVIN make as per cat. No. SS-004 (Over all size of 204mm x 23mm) or approved Equivalent Quality, make, type all as per specifications. |
| 5 | Providing and fixing Single point Lock cum handle for Aluminium openable windows / Top Hung shutters as per cat No. SPL002 Right of GEETAVIN make or approved equivalent Quality and make complete all as per specifications. |
| 6 | Providing and fixing Godrej make 7 Lever Night latch including necessary screws etc in wooden doors complete all as directed by the Engineer-in-Charge. |
| 7 | Providing and fixing anodised aluminium tower bolts of size 250x10mm (Barrel Type) ISI marked (IS: 204) of approved make (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. all as per specifications and as directed by the Engineer-in-Charge. |
| 8 | Providing and fixing anodised aluminium tower bolts of size 200x10mm (Barrel Type) ISI marked (IS: 204) of approved make (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. all as per specifications and as directed by the Engineer-in-Charge. |
| 9 | Providing and fixing Anodised Aluminium handles 125mm with plate 175 x 32mm including fitting with necessary screws complete all as per specification and as directed by the Engineer-in -Charge. Sample to be approved by the Engineer-in-Charge. |
| 10 | Providing and fixing Al hanging Heavy Quality floor door stopper ISI marked with Twin Rubber stoppers, anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to req. colour or shade with necessary screws etc. complete all as per specification and as directed by the Engineer-in -Charge. Sample to be approved by the Engineer-in-Charge. |
| 11 | Providing and fixing IS: 3564 marked Al die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts Everite/ Hardwyn or approved equivalent make complete as per specifications and as directed by the Engineer-in-Charge. |
| 12 | Providing and fixing double action floor spring of ‘Hardwin’ or approved brand and manufacturer (confirming to IS:6315) for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece of M.S Sheet outer box with slide plate etc. complete as per directions of Engineer-in-Charge with brass cover plate. |
| 13 | Providing and fixing reflective / non reflective type sun control polyester film ‘Garware’ or approved equivalent of required shade & colour, pasted to doors/ windows glazing as per requirement including cleaning the surface before and after pasting complete all as directed by the Engineer-in-Charge. |
| 14 | Providing and fixing C.P Brass towel rail 600mm long of Jaquar make complete fixed to walls with 30mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-Charge. |
| 15 | Providing and fixing Mirror of size 600 x 450mm x 6mm thick Modi Guard or approved equivalent make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete all as per specifications and as directed by the Engineer-in-Charge. |
| 16 | Providing and fixing anodized aluminium (Anodised transparent or dyed to required shade according to IS:1868 Minimum Anodic coating of grade AC 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z Sections and other sections of approved make confirming 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 felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and and directions of Engineer-in-charge including making provision for fixing of fittings wherever required. (fittings, Glazing and panelling shall be paid for separately) Note : 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for. |
| 17 | Providing and fixing 12mm thick prelaminated with decorative lamination on both sides, 3 layer medium density (Exterior grade) particle board Grade-I, Type - II conforming to IS:12823 bonded with phenol formaldhyde synthetic resin of approved brand and manufacture in panelling fixed in aluminium doors, window shutters and partition frames with C.P brass /stainless screws etc. complete as per drawings and as directed by Engineer-in-Charge. |
| 18 | Providing and fixing glazing with 5mm thick clear Float glass pane in aluminium doors, window, ventilator shutters and partitions etc with Neoprene gasket including cost of neoprene gasket complete as per the drawings and directions of the Engineer-in-Charge. |
| 19 | Supplying and fixing in position ornamental aluminium anodized grill standard section of deco grill or any other approved equivalent with aluminium matt finish having grill pattern 75x75mm of 7mm thick for window opening fitted with aluminium channel, beading clips, etc., complete all as per manufacturers specification and as directed by the Engineer-in-charge. Note: Sample of grill shall be got approved before bulk purchase. |
| 20 | Supplying and fixing in position 75mmx50mm size Wood Polymer Composite (WPC) solid door frame confirmed ti IS:2380 latest having density of minimum 850 Kg/Cum, screw withdrawal strength of 2000 N at face and 1600 N at edge, water absorption less than 1%, Class A fire resistance and tensile strength greater than 12 MPa including fixing required hardware fittings, required screws, etc., all complete as per specifications and as directed by Engineer-In-Charge. |
| 21 | Supplying and fixing in position single leaf/double leaves of 28mm thick non decorative type factory made Wood Polymer Composite (WPC) solid door shutters confirmed ti IS:2380 latest having density of minimum 650 Kg/Cum, screw withdrawal strength of 1500 N at face and 1000 N at edge, water absorption less than 1%, Class A fire resistance and tensile strength greater than 12 MPa including fixing required hardware fittings, fixing door using required screws, including providing recessions for hinges, finishing all edges with mixture of PVC powder & solvent for smooth finish, The door shutter shall be fixed with the following hardware fittings: - a) 4 Nos. of 75 mm long stainless steel butt hinges of GARG brand bearing ISI mark with suitable stainless steel screws. b) Two numbers of 125mm long anodised of make aluminium D handle Classic/Crown or approved equivalent as per IS - 208 bearing ISI mark with suitable CP screws. c) Two numbers of 150mm long stainless steel baby latch type/cranked type tower bolt with suitable CP screws. d) One number of 50mm long solid PVC door buffer with 75mm long CP screws. Note: - 1) All furniture fittings shall be of approved quality and make. 2) The rate quoted shall be inclusive of fixing of door shutters with required hardware fittings as detailed above. 3) The PVC Integral Foam shall be factory manufactured solid section of light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides. 4) The entire door shall be jointless shutter. 5) The sizes shall be approximately 700 mm x 2100mm, however exact dimensions shall be measured at site before manufacturing etc., all complete as per specifications and as directed by Engineer-In-Charge. |
| 22 | Providing and fixing ISI marked 35mm thick non-decorative type flush door shutters (single or double leaf and size as per requirement) conforming to IS : 2202, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering, phenol formaldehyde synthetic resin bonded, hot pressed with internal Teak wood lipping of 25mm depth on all sides and fixing with 4 Nos. 150mm Stainless steel Hinges with suitable S.S. wood screws (8 Nos. 150mm Stainless steel Hinges with suitable S.S. wood screws incase double leaf) complete at all lifts and all as directed by the Engineer-in-charge. |
| 23 | Providing 18mm thick plywood with teak wood beading of 18x12mm size all around for cupboard shutters including cutting to required size & shape, fixing in position etc. complete for cupboard shutters etc. as directed by Engineer in charge. |
| 24 | Providing and fixing lamination sheet of formica greenlam, 1mm thick of approved shade, pattern & colour of ‘Green lam lamination’ or approved equivalent, including cutting to required size and shape, pasted over plywood or partical board using synthetic resin adhesive of fevical SR 998 G or Dunlop’s 758 glue of approved make complete all as per manufactures specifications and as directed by Engineer-in-Charge. |
| 25 | Providing and fixing Second class Teak wood work in frames of doors, windows, clerestory openings and other frames, wrought framed, fixed in position of required size and shape including sawing, jointing, making rebates for shutters, making grooves as shown in the drawings, architectural beading with teakwood 50x6mm alround, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 300mm long, 5mm thick or with rawl plugs and screws including protective painting to the surface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 26 | Removing, re-fixing and minor repairing works for the wooden doors & windows such as planing the surface, fixing screws etc.. steel door, shutters, frames, false ceiling, partition, venetian blinds, adjusting the door closer & floor spring, and cutting of glass, shifting of materials, chain link fence rectification, drilling of holes, removing & fixing of fasteners, Shaft removal and refxing, checking the alignment etc. as directed by the Engineer-in-Charge. Note: Required fasteners and material shall be paid under relevant item. |
| 27 | Repairing of minor defects of all type of wooden doors, replacing of wood screws, SS Hinges and making it in good condition wherever required and as directed by Engineer-in-charge. (Fittings if required will be measured under relevant item) |
| 28 | Dismantling doors, windows and clear storey openings (Steel /wood) shutter at all levels including chowkhats, architraves, holdfasts etc. complete and stacking within 50m lead (Full windows) of area 3.00 sq.m and below all as per specifications and directed by the Engineer-in-charge. Note: Subsequently the Dismantled Doors & Windows should be transported and stacked in M&MWS stack yard or as place specified by the Engineer-in-Charge. |
| 29 | Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling at all levels including disposal of unserviceable surplus material and stacking of serviceable material within 50 meters lead as directed by Engineer-in-charge. |
| 30 | Providing and fixing Venition vertical blinds of Luxaflex or approved equivalent make and approved colour pattern with vanes of 100mm width made up of non woven polyester fabric which are suspended from the silt travelers by self aligning vanes hooly of effective optimized system, vanes shall be coupled together by means of bead chain pivotally attach by closing to each side of each weight and other accessories required complete all as per directed by the Engineer-in-charge. Note: 1. Sample shall be got approved before commencing work. 2. The above work shall be got executed from approved manufacturers. |
| 31 | Providing and Fixing Homogeneous PVC sheet, 2mm thick, conforming to IS:3462 latest edition in flooring and skirting (Polyfloor or approved equivalent make) in approved pattern, colour & shade on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer like Dunlop-S -758, or Fevicol SR 998, or approved equivalent including cleaning & preparation of surface, levelling small undulations with plaster of paris if required, rolling with light wooden roller weighing about 5 kg all complete all as per specification and as directed by the Engineer-in-Charge Note: The sample tile shall be got approved by the Architect/Engineer before procurement. |
| 32 | Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Mineral Fibre Reinforced Factory applied Vinyl painted ARMSTRONG Ceiling tiles or approved equivalent make & pattern, Tiles having 16/15mm thick, and approved surface Design and edge Profile (TEGULAR or Equivalent ) placed in a suspended Grid of size of 600x 600mm made of Hot-dipped G.I steel sections having an exposed surface capping of Pre-finished baked polyester painted coil wherein the main tee of size 24x32x1200mm shall be suspended at 1200mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters. The cross tees of size 24x27x1200mm shall be inserted in to slots between the main Tees at 600mm centres and thereafter in direction vertical to the longer TEEs, cross Tees of size 24x25x600mm shall be inserted to form a grid size of 600x600mm resting on the Perifery walls on wall angles of size 24mmx24mm including providing necessary openings for light fixtures, diffusers, Trap doors etc to be made as per layout Drawings and as per directions of Engineer-in-Charge. The main Tees to be suspended from the ceiling / Soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35x1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. The entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m. Only False Ceiling area will be Measured for the Purpose of Payment. |
| 33 | Providing and fixing false ceiling with 12.5mm thick tapered edge gypsum moisture resistant board at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm or both sides of joint and including the cost of painting one coat primer and two coats of emulsion paint of approved colour, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer-in-Charge |
| 34 | Servicing the rolling shutters once in six months which includes greasing, oiling, overhauling and replacing defective spare parts (if required) including cost of grease, general cleaning, filling oil in gear set etc., but excluding cost of spare parts which will be paid separately under relevant item all as directed by the Departmental Officers. (Replacement of bolts and nuts, screws, pints etc., is to be done by the Contractor without any extra cost. Rate is for one time operation and is valid and effective for 6 months without any operational problem from the date of overhauling). Note: Payment / Measurement will be made based on the clear structural opening dimension and hood will not be measured. |
| 35 | Repairing of steel rolling shutters of various sizes and various types such as hand operated, electrically operated etc., excluding spare parts which will be paid separately under the relevant item including welding, bolts, nuts etc. all complete and as directed by the Engineer-in-Charge. |
| 36 | Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of Galvanized Iron Laths 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 27.5 cm long wire springs grade No 2. and Top cover of required thickness for Rolling Shutters. |
| 37 | GEAR operated type including top hood 1.25mm thick including removing existing damaged rolling shutters. |
| 38 | Providing and fixing of following new spare parts for rolling shutters of approved quality etc., all complete and as directed by Engineer-in-Charge. |
| 39 | O Guage springs-450mm(1.5 feet) length |
| 40 | O Guage springs-600mm (2 feet) length |
| 41 | OO Guage springs-600mm (2 feet) length |
| 42 | Worm wheel |
| 43 | Gear box(Three bewel wheel model) |
| 44 | MS Lath section (75mmx1.2mm thk) |
| 45 | GI Lath section (75mmx1.2mm thk) |
| 46 | End clips |
| 47 | Ball bearing |
| 48 | MS heavy duty shaft-50mm dia |
| 49 | MS heavy duty shaft-60mm dia |
| 50 | MS bottom lock plate of 3.15mm thick 125mm width with stiffeners 40x40x6mm angle beading etc. all complete. |
| 51 | Guide channel 100mm wide |
| 52 | Guide channel 75mm wide |
| 53 | Limit switch |
| 54 | Providing, fabricating and fixing of MS flat for roller drum, MS angle etc. including one coat of steel primer and two coat of synthetic enamel paint etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 55 | Supplying and fixing heavy duty ISI 1.5HP electrical motor ‘Siemens or approved equivalent make‘ output of RPM 1440 for operating the rolling shutter including suitable starter switch gear 35 RPM top and bottom limit switch including reverse forward switch starter ‘BCH make or approved equivalent’ including Required GI conduit pipe with wiring for the Limit switches upto starter connections etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 56 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313 for post Anti-termite treatment to existing buildings as per manufacturers specifications and as directed by the Engineer-in-Charge. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 7 (Seven) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee. (Over all Plinth area shall be measured and paid for) |
| 57 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313, mixed with Keroscene and chemical and giving post Anti-termite treatment to wooden door and window frames of existing buildings as per manufacturers specifications or as specified and as directed by the Engineer-in-Charge. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 7 (Seven) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee. |
| 58 | Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge. |
| 59 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. |
| 60 | Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 61 | Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge. |
| 62 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. |
| 63 | Providing and laying plain cement concrete 1:4:8 using 25mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. |
| 64 | Providing and laying plain cement concrete 1:2:4 using 20mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. |
| 65 | Providing and placing in position Micro-concrete of below mentioned grade Cera Micro concrete or Fosroc Renderoc RG or SikaRep Microcrete-4 or approved equivalent make, which shall be cement based prepacked single component, chloridefree, non shrink, freeflow, self compacting, ready to use after mixing water in specified proportion obtained from approved manufacturer for used in members as directed, all as per specification and directions of Engineer-in-Charge. (Payment under his item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding /tapping with a blunt metal instrument) |
| 66 | Micro concrete of M30 grade |
| 67 | Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates and crushed stone sand including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. |
| 68 | M30 grade with 370 kg. of cement per cu.m. of concrete upto plinth level |
| 69 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:2:4, using 20mm and below machine crushed graded stone aggregate including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge. |
| 70 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement at all levels TMT bars of Fe500D grade steel conforming to IS:1786 SAIL or VIZAG or approved equivalent make and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see point 7 of Section VIII, General Information for Guidance of Tenderers. |
| 71 | Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted. |
| 72 | From FFL to (+) 15.0m Lvl |
| 73 | Providing and constructing brick masonry at all lifts using well burnt stock bricks / Flyash bricks in cement mortar 1:5 using crushed stone sand including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following |
| 74 | Upto FFL |
| 75 | Above FFL to Five floor level [Each floor height 3.75m] |
| 76 | Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using well burnt stock bricks / fly ash brick including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 77 | Upto FFL |
| 78 | Above FFL to Five floor level [Each floor height 3.75m] |
| 79 | Providing plastering to the internal surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 12mm thick finished with a floating coat of neat cement including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications and as directed by the Engineer-in-Charge. |
| 80 | Providing plastering to the external surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 20mm thick in two coats including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. |
| 81 | Providing Structural repair work to the exposed reinforced concrete surfaces of columns, beams, slabs, window sills, staircase and lintel cum sunshades at all locations and at all elevations by guniting including preparing the surface, providing and applying 25mm thick polymer modified mortar by manually over a coat of polymer bonding agent CERA LATEX SBR / NITOBOND SBR LATEX from FOSROC / CICA or equivalent @ 2kg per bag of cement and cost of all materials, labour, tools, tackles, equipment’s, fuel & transport etc. complete as directed by Engineer in charge and as per the specifications which consists of. a) Chipping, grinding and removing all the porous / loose parts, cracked / damaged concrete to the required sound concrete surface, exposing the rods and cleaning any foreign material including removing the rust and loose scales from the exposed reinforcement with wire and coir brushes and cleaning the entire surface by blowing compressed air and / or water jet. etc. complete. b) If required by Engineer-in-Charge, applying epoxy zinc rich primer of CERA ZINC-ZR / NITOZINC from FOSROC / SICA or equivalent in 2 coats to the exposed reinforcement and new reinforcement after doing the necessary surface preparation which will be paid separately under relevant item. c) Bonding coat on surface: Providing and applying a coat of epoxy resin based bonding agent of ‘Cera Bond EP / Fosroc Nito Bond EP/ Sikadur-32 IN’ or approved equivalent to the cleaned and prepared concrete surface prior to applying of polymer modified mortar. d) Polymer modified mortar : Applying polymer modified mortar 1:3 (1 cement : 3 crushed stone sand) admixed with ‘Cera latex SBR / Fosroc Nito Bond SBR / Sikalatex SBR or approved equivalent’ at 6% weight of cement (or as per manufacturer recommendation) for a thickness of 25mm by mechanically or manually and neatly finished as instructed over the prepared surface. Note: 1) Scaffolding will be paid in separately in the relevant item. 2) The contractor shall arrange the suitable safety arrangements for executing the work at his own cost as directed by the Engineer-in-Charge. |
| 82 | Providing and repairing to internal plaster in cement mortar 1:4 (using river sand/ crushed washed sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, including disposal of rubbish to the dumping ground or place as specified within 200 metres lead. |
| 83 | Cleaning the sun shades roof gutters/ rain water gutters at all levels of various building, removing the vegetation growth and cleaning the drain pipes, spouts periodically as and when required, conveying the removed unwanted materials to the bins as directed, cutting and making opening in brick masonry, RCC concrete, removing the debris, disposing off as directed, attending the masonry repairs and making good the sides of hole packing the removed portion of the inside by filling concrete / brick work including finishing the surfaces etc. construction of brick masonry foundation walls wherever required etc. complete all as directed by the Engineer-in-Charge. |
| 84 | Providing and fixing PVC rain water downtake pipes conforming to IS:13592 Type A and PVC SWR Fittings & specials confirming to IS:14735, ‘Finolex’ or other approved equivalent make of pipes, fittings & specials including jointing with seal ring / with PVC solvent adhesive including fixing in walls/columns using clamps, anchor fasteners, bolts and teakwood packing pieces, joint testing etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge. |
| 85 | PVC SWR Rain water pipe 110mm outer dia |
| 86 | PVC SWR Rain water pipe 160mm outer dia |
| 87 | Providing and fixing 25mm dia PTMT ball valve with HDPE ball and 450mm length Epoxy coated Aluminium rod ‘Prayag or other approved equivalent make’ , aluminium rod threaded on both side to suit the valve on one side and the ball on the other side, including all labour charges complete all as directed by the Engineer-in-Charge. |
| 88 | Supplying and fixing of following size of uPVC pipe of SCH 40 of make ASTRAL/PRINCE/Finolex or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, fixing the pipe with clamps at 1.00 m spacing including cutting, threading and jointing with uPVC cement solvent, Teflon tape making necessary opening/chasing of the wall, flooring and making the work place to the original condition etc., and testing the line as directed by the Engineer-in-Charge. |
| 89 | 20mm nominal size uPVC pipe of SCH 40 |
| 90 | 25mm nominal size uPVC pipe of SCH 40 |
| 91 | 32mm nominal size uPVC pipe of SCH 40 |
| 92 | 40mm nominal size uPVC pipe of SCH 40 |
| 93 | 50mm nominal size uPVC pipe of SCH 40 |
| 94 | 80mm nominal size uPVC pipe of SCH 40 |
| 95 | Providing and fixing Heavy Quality C.P. brass 15mm dia Bib cock Jaquar continental / Parryware coral model or approved equivalent as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge) |
| 96 | Providing and fixing Heavy Quality C.P. brass 15mm dia long body Bib cock Jaquar continental / Parryware coral model or approved equivalent as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge) |
| 97 | Providing and fixing Heavy Quality 15mm nominal bore C.P. Brass Angle cock of ‘Jaquar continental model’ or approved equivalent make for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-Charge (Samples to be got approved by the Engineer-in-Charge) |
| 98 | Providing and fixing 15mm PVC inlet connection suitable for hot and cold water 600mm long with nuts and washers complete for wash basins/ Urinals etc. with all necessary accessories complete as directed by the Engineer-in-Charge. |
| 99 | Providing and fixing of Heavy Quality 15mm nominal bore C.P. Brass Pillar cock with extended lever handle complete [Jaquar florentine prime or approved equivalent] all as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge) |
| 100 | Providing and fixing the following sizes of LEADER make gun metal full way gate valves female ends screwed bonnet integral seat non raising spindle class I, ISI marked to IS:778 tested to 20 kg/sqcm hydraulic pressure etc., complete all as per specification and as directed by the Engineer-in-Charge. |
| 101 | 25mm nominal bore |
| 102 | 40mm nominal bore |
| 103 | 50mm nominal bore |
| 104 | Rectifying the PVC / CPVC / UPVC pipe line burst of the following dia of water line by removing the damaged portion of PVC pipes, replacing with new pipes and restoring the water supply including cutting the damaged pipes, cleaning / scrubbing the surface, fixing the new pipe with necessary solvent cement of approved make etc., all complete as per specification and as directed by the Engineer-in-Charge. Note: Cost for pipe and specials will be paid separately under relevant item. |
| 105 | 40mm to 50mm OD |
| 106 | Removing the chokes in IWC / EWC / Gully trap /Floor Trap by roding or by using choke remover including removing, collecting and disposing chocked materials etc., complete all as directed by Engineer-in-Charge. |
| 107 | Attending and rectifying complaints for water supply CP brass fittings such as Bib tap, Stop Cock, Pillar tap, angle cocks, bottle traps, health facuet etc. including removing the fittings without damaging the items and servicing and cleaning the fittings by replacing wornout washers /springs etc. if any and refixing the same complete all as per specifications and as directed by Engineer-in-Charge. |
| 108 | Providing and fixing Heavy Quality C.P Brass Health Faucet with 1.50metres flexible hose (Hand Shower) of Jaquar continental model or approved equivalent make and type complete all as per specifications and as directed by the Engineer-in-Charge (Samples to be got approved by the Engineer-in-Charge) |
| 109 | Attending and arresting the leakages in the floor traps including dismantling the surrounding PCC to required size and making holes on the wall and changing the trap and fixing the waste lines, providing PCC and plastering to the original shape complete all as directed by the Engineer-in-Charge. |
| 110 | Providing and fixing PVC low level / High level white colour flushing cistern 10 litres capacity (Hindware or approved equivalent make) with flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge. |
| 111 | Removing the choke and cleaning the sewer lines of 100mm to 300mm Dia stone ware / CI pipes including opening the CI manholes cover of the chamber, inserting sewer cleaning rod through one chamber and removing at the other chamber, collecting and disposing the chocked materials like root, grit, sand etc., including cleaning the chamber, sewer pipes, general cleaning of the shaft area of the buildings etc., complete all as directed by the Engineer-in-charge. |
| 112 | Providing and fixing White / Coloured solid plastic seat cover (Hindware/ Parryware make or approved make suitable to existing EWC) with lid including CP Brass / SS bolts, screws etc. for pedestal type W.C. pan complete as per specifications and as directed by the Engineer-in-Charge. |
| 113 | Providing and fixing roofing sheet, cladding with 0.47mm thick colour coated concelled system profile corrugated/semi corrugated/plain zincalume sheets of 55mpa yield stress (AS 1397 – Zincalume AZ 150) with coating class AS/NZS 2728 (minimum 150 grams per relevant standard) having a total coating thickness of 35 micron. The sheet should be rolled over specially designed concealed fixing clip manufactured from hi-tensile Aluminium Zinc alloy Zincalumen steel based and galvanized hooks. The clip should be fastened with minimum 40micron Zinc coated / minium 25micron Zinc-Tin alloy coated. The rate is inclusive of all fixtures required for fixing the side roof, cladding on all sides, ridges etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 114 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like trusses, purlins etc. with curved profile of members using MS hollow / circular / square / rectangular tubular sections including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any required shall also be arranged by the contractor at his own cost. |
| 115 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/pipe and sleeves/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, sag rod, square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any required also arranged by the contractor at his own cost. |
| 116 | Providing and applying painting Two coats on required surface at all levels with Synthetic enamel paint (Asian or approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 117 | Providing and applying painting Two coats at all levels Acrylic emulsion paint (APEX or Equivalent approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, applying putty (putty for touch up to fill up crevices, mild depression etc.), scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 118 | Providing and applying painting Two coats on rough cast plaster surface at all levels with Acrylic emulsion paint (APEX or Equivalent approved brand, colour and manufacturer) to give an even shade including preparation of the surfaces, applying putty (putty for touch up to fill up crevices, mild depression etc.), scaffolding complete all as per specifications and as directed by the Engineer-in-Charge. |
| 119 | Providing and fixing double Tubular scaffolding system using H-Frames / APS system or (cup lock type) on the exterior side made with 40mm dia M.S. tube 1.5m 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. Note : 1. The elevation area of the scaffolding shall be measured for payment purposes. 2. The payment shall be made once irrespective of duration of scaffolding. 3. The scaffolding system drawing shall be got approved by Engineer-in-Charge. 4. The contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) (Safety Code for scaffolds). 5. Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling objects coming out during the work is in progress. 6. Necessary aluminium / M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required location around the building to enable Departmental Supervisor/Engineer climb up and closely watch the repair work of the building. |
| 120 | Providing Acid / Alkali resistant flooring and dadooing using 38mm thick Acid / Alkali resistant tiles of pelican or approved equivalent make as per IS:4457 including preparation of surface applying one coat of primer, application of 10mm thick mastic membrane, laying of tiles in potassium silicate based mortar of 2mm thick and pointing the joints with to a depth of 10 to 12mm with CNSL mortar etc., cleaning the surface neatly at the time of handing over the area complete all as per manufacturer’s specification and as directed by the Engineer-in-Charge. Note: The sample tile shall be got approved by the Architect/Engineer before procurement. The job shall be got executed by specialists in this line. |
| 121 | Providing Acid / Alkali resistant flooring and dadooing using 12mm thick Acid / Alkali resistant tiles of pelican or approved equivalent make as per IS:4457 including preparation of surface applying one coat of primer, application of 10mm thick mastic membrane, laying of tiles in potassium silicate based mortar of 2mm thick and pointing the joints with to a depth of 10 to 12mm with CNSL mortar etc., cleaning the surface neatly at the time of handing over the area complete all as per manufacturer |
| 122 | Providing and fixing Viterious china white wash basin size 630x450mm (HINDWARE or PARRYWARE or approved equivalent) with C.I. brackets, 15mm C.P. brass pillar taps of Jaquar/Parryware or approved equivalent make, 15mm x 600mm long PVC Inlet connection, 15mm stop cock, 32mm 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. |
| 123 | Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of SINTEX or approved equivalent make of the following capacities with suitable S. M. C Cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15mm to 50mm n.b of average 150mm length with double check nuts, washers etc. complete all as directed by the Engineer-in-Charge. |
| 124 | HDPE Cylindrical Vertical Storage Water Tank 1000 Litre Capacity Overall rebate (Optional) INR Zero Only Please Enable Macros to View BoQ information Government of India Department of Atomic Energy Indira Gandhi Centre for Atomic Research CIVIL ENGINEERING GROUP Name of work : Maintenance of Carpentry, Aluminium, Plumbing, and Masonry works in NDDP-AUGF Complex, MPDD, BARCF for the Year 2026- 2027. Tender No. : CEG/IGC/2208/2026 INDEX Section Title Page No. VIII Instructions to contractors 2 - 4 Schedule of Quantities 1 - 26 Section VIII I. GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 125 | The schedule of quantities is to be read for the purpose of pricing in conjunction with the special conditions, general rules for the guidance of contractors, conditions of contract, specifications, drawings, schedule of supply of materials and the appendices. |
| 126 | The prices inserted in the schedule of quantities shall be inclusive of value of the work described including all cost and expenses, which may be required in and for the construction of the work described together with the general risks, liabilities and obligations not forth or implied in the documents on which the tender is to be based. |
| 127 | The quantities stated are to be considered approximate only and the unit prices entered in the schedule of quantities and prices shall apply only to the actual quantities measured in the completed work in accordance with the specifications. |
| 128 | All the materials other than those shown in schedule of supply of materials in section VII are to be arranged by the contractor and his rates should account for the same. |
| 129 | Rates quoted for all items in this tender shall include cost of all materials including cement and steel. Department will not supply any materials other than materials stipulated in Section VII of the tender and as such the rates quoted must be all inclusive. |
| 130 | The contractor shall be responsible for supply of cement and procure OPC cement conforming to IS 269 (Latest edition) and use it on works. Since the supply of cement by the department has been dispensed all the clauses relevant to supply of cement by department in this tender document stands cancelled. The contractor shall purchase cement from the approved manufacturers only. Secured advances on cement up to 75% of purchase price shall be paid to the contractor after indemnifying the Government and through insurance cover. The quantity of cement on which secured advance shall be paid will be restricted to the consignment of cement tested and passed in the test in department laboratory. The secured advance on cement shall be regulated as per Clause 10B of conditions of contract. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased. |
| 131 | Regarding supply of STEEL the contractor shall procure only TMT barsof Fe – 500D Grade conforming to IS – 1786 (Latest edition) from main producers as approved by the Ministry of Steel like M/s SAIL, M/s ISPHAT Nigam Limited, M/s VIZAG Steel & M/s TISCON with a test certificate, and use it on works after getting approval from department Engineer or tested in department laboratory. In case of non-availability from aforesaid manufacturers, reinforcing steel of other makes manufactured from ingots alone will be permitted with the prior approval of Engineer-in-charge. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. |
| 132 | Contractor shall make his own arrangements for construction water supply to carryout this work. |
| 133 | Compensation for escalation in the prices of materials and labour when due is permissible as per provisions in Clause 10CC of conditions of contract. |
| 134 | If contractors need any clarification they are required to contact the Chief Engineer, Civil Engineering Group, Indira Gandhi Centre for Atomic Research, Central Design Office, Kalpakkam 603 102, Kancheepuram District, Tamilnadu. (Telephone STD Code: 044 – 27480306) II. CONDITIONS FOR CEMENT : |
| 135 | The contractor shall procure OPC cement conforming to IS 269 (Latest edition), as required in the work, from reputed manufacturers of cement, such as M/s. Ultratech Cements, M/s. Zuari Cements, M/s. Coromandel, M/s. Penna, M/s. Priya Cements, M/s. Chettinadu Cement,M/s. Dalmia cementsand holding license to use ISI certification mark for their product whose name shall be got approved from Engineer-in-charge. Supply of cement shall be taken in 50 Kg. bags bearing manufacturer’s name and ISI marking, samples of cement arranged by the contractor shall be taken by the Engineer-in-charge and got tested in accordance with provisions of relevant BIS codes. In case test results indicate that the cement arranged by contractor does not conform to the relevant BIS codes, the same shall stand rejected and shall be removed from the site by the contractor at his own cost within a week’s time of written order from the Engineer-in-charge to do so. |
| 136 | The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge. |
| 137 | The cement Godown of having a capacity to store minimum of 2000 bags of cement shall be constructed by the contractor at site of work for which no extra payment shall be made from department. Double lock provision shall be made to the door of the cement godown. The keys of one lock shall remain with the Engineer in charge or his authorised representative and the key of the other lock shall remain with the contractor. The contractor shall be responsible for the watch and ward the safety of the cement godown. The contractor shall facilitate the inspection of the cement godown by the Engineer-in-charge at any time. |
| 138 | The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor. |
| 139 | The actual issue and consumption of cement on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of cement shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. |
| 140 | Cement brought to site and cement remaining unused after completion of work shall not be removed from site without written permission of the Engineer-in-charge. III. CONDITIONS FOR STEEL: |
| 141 | The contractor shall procure steel reinforcement bars conforming to relevant BIS codes from M/s SAIL, M/s RINL, M/s. TATA Iron & Steel Co., M/s. IISCO and M/s. JSW Neo Steel with a test certificate, and use it on works after getting approval from department Engineer or tested in department laboratory. In case of non-availability from aforesaid manufacturers, reinforcing steel of other makes manufactured from ingots alone will be permitted with the prior approval of Engineer-in-charge. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. The contractor shall have to obtain and furnish test certificates to the Engineer-in-charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-charge as per the provisions in this regard in relevant BIS codes. In case the test results indicate that the steel arranged by the contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from the site of work by the contractor at his cost within a week’s time from written orders from the Engineer-in-charge to do so. |
| 142 | The steel reinforcement shall be brought to the site in bulk supply of 10 tonnes or more or as decided by the Engineer-in-charge. |
| 143 | The steel reinforcement shall be stored by the contractor at site of work in such a way as to prevent distortion and corrosion and nothing extra shall be paid on this account. Bars of different sizes and lengths shall be stored separately to facilitate easy counting and checking. |
| 144 | For checking nominal mass, tensile strength, bend test, re-bend test, etc. specimen of sufficient length shall be cut from each size of the bar at random at frequency not less than that specified below: Size of bar For consignment below100 tonnes For consignment over100 tonnes Under 10mm dia One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof 10mm to 16mm dia One sample for each 35 tonnes or part thereof One sample for each 45 tonnes or part thereof Over 16 mm dia. One sample for each 45 tonnes or part thereof One sample for each 50 tonnes or part thereof |
| 145 | The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor. |
| 146 | In case the Reinforcement steel is issued by the Department, the actual issue and consumption of steel on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of steel shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. For the purpose of payment, weight will be calculated on the basis of bar bending schedule and weights of bar given as under. Wherever actual lengths placed differ from bar bending schedule actual length will only be measured. Bar dia (mm) Weight (Kg./Metre) Bar dia (mm) Weight (Kg./Metre) 5.0 0.154 20.0 2.47 6.0 0.222 22.0 2.98 8.0 0.395 25.0 3.85 10.0 0.617 28.0 4.83 12.0 0.888 32.0 6.31 16.0 1.58 36.0 7.99 18.0 2.0 However the payment for 6mm and 8mm dia (nominal size) MS rods will be based on the weight as arrived at by the procedure as specified below. For the purpose of arriving at an average weight per unit length of any individual size of the bar, a set of bars of the same size selected at random from each consignment shall be weighed, their lengths accurately measured and average weight per unit, length found out. Unit weights thus found out, for each size and each consignment, shall be approved by the Engineer. Bars measured as used in works shall be converted into weight by adopting unit weights referred to above. |
| 147 | Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge. ----- Government of IndiaDepartment of Atomic EnergyIndira Gandhi Centre for Atomic ResearchCivil Engineering Group TENDER DOCUMENT FOR Cleaning of Storm water drains and roads in Southern side of IGCAR Premises during the year 2024-2025 at Kalpakkam. Tender No. CEG/IGC/1937/2023 Part – II : Financial Bid (Section - VIII) INDEX Sl. No. Title Page No. |
| 148 | Schedule of Quantities 1 - 2 |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
| 5 | Click here to download tender document | Tender Documents |
| 6 | Click here to download tender document | Tender Documents |
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