Annual Civil Maintenance Contract

Amount

General Notes: 1) The Tentative/Suggested makes have been specified in the tender document based on requirements of BARC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given under Section-V, this schedule of Quantities (Schedule 'B') and shall conform to the technical Parameters/performance of the tentative/suggested makes and / or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved makes(s), the bidders(s) shall suggest such equivalent/alternate make/brand, meeting above -mentioned technical parameters, during pre-bid stage and before submission of bid(s) 2) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items.

3) Only sieved river sand/crushed stone sand from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone manufactured sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 4) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 5) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 6) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 7) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor.

Notes applicable to EARTHWORK EXCAVATION & FILLING WORKS : The rate quoted is deemed to have included the following: a) Removal and cutting of all kinds of vegetation, shrubs, bushes, stumps , roots, grass, weeds, light/heavy jungle etc., trees upto girth of 30 cm when measured 1 metre above ground level alongwith roots, including disposal/stack in the identified location. b) shoring, strutting, stepping, dressing, grading required for keeping the earth in position on sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any. c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps, d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced. e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity

g) Backfilling will be done in layers of thickness as specified below. h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. j) Measurement/Payment will be reststicted to PCC/drawing dimensions only. k) Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary. l) It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials.

Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge.

i) From 0.00m to 1.50m below average GL

ii) From 1.50m to 3.00m below average GL

Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 river Coarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge including the cost of form work shuttering, centering all as directed by Engineer-in-charge.

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 including the cost of Formwork shuttering, centering and steel reinforcement at all Level.

Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge.

Providing and laying design mix reinforced cement concrete of M30 Grade using min. 390 kg of cement for 1 cu.m of finished concrete at all heights by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Note: Temparature raised due to heat of hydration shall be kept within limits in raft/mass concrete by keeping proper curing mechanism.

Providing, centering, shuttering Form work using Film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, steel frame work/H-beams, steel proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and technical specifications and as directed by the Engineer-in-Charge

sub structure

super structure

Providing centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings 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.

sub structure

super structure

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.

Filling of areas with soil brought from outside BARC ,including loading, transporting with the following leads, unloading to filling site, spreading in layers not more than 250 mm thick and compacting each layer with suitable vibratory roller of 8 to 10 ton capacity power roller to achieve 90 to 95% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge.

Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels. including supplying, preparation of bar bending schedules, cutting, bending, hoisting ,transporting to all elevations, placing and keeping in positions, all leads, fixing, tieing with 1.2 mm dia annealed binding wire including all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings and technical specifications and as directed by the Engineer-in-Charge. Using TMT Bars of Specified Grades of all sizes.

Providing Structural steel work Up to and including 300 mm Joists, 350 mm channels, and below sections using angles, channels, joists and other sections, welded and / or bolted including in built up sections for columns, beams, trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, drilling, welding, fabricating, hoisting, fixing in position, applying a priming coat of zinc chromate steel primer. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.

Providing Structural steel work in M.S Plain Plates and chequrred Plates in Embedded Parts, Trench Covers, Connection plates etc. including cutting, hoisting, fixing in position and applying a priming coat of zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications.

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members for gates, hand rails etc. using MS hollow circular / square / rectangular sections along with the associated connections including applying a coat of primer using redoxide before and after erection and two coats of first quality anticorrosive polyurethene paint all as per Technical specifications, drawings, complete all as per drawings and specifications and as directed by the Engineer-in-Charge.

Providing and fixing at all levels MS bolts including nuts and washers of approved size & quality as per requirements and as per specifications, drawings complete all as directed at siteby the Engineer in charge.

Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including 0.5mm thickness sheet. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including ridges,cutting to size and shape wherever required as directed by the Engineer-In-Charge.

Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-G bricks having minimum crushing strength 60 Kgs/Sq.cm, water absorption of maximum 20% and Maximum Drying shrinkage 0.15%. Masonry work with cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved 'non-shrinking compound' as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 8 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing, raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge. Note: reinforcement steel alone shall be measured under relavant item. Cost of concrete and shuttering for RCC band is included in the rate quoted from this item. Note for flyash bricks: In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20%(preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing. a) Reinforcement will be measured & paid for separately under relevant item. b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same. c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed.

Providing 15 mm thick Plain Internal Plastering in cement mortar 1:4 (using river sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, double steel tubular scaffolding, curing all as per specifications, drawings and as directed at site etc. complete all as per Technical specifications and as directed by Engineer-in-charge. including all leads and lifts

Providing and fixing Glazed VITRIFIED tiles of size 600mmx600mmX8mm/600mmX300mmX8mm 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.

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 Homogeneous 2.00 mm thick PVC sheet / tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including, levelling small undulations with plasterof paris if required , rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade

Providing and Laying Minimum 25 mm thick uniform shade Kotah or as approved stone for treads and risers of steps, skirting,window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish complete as per specifications, drawings and as directed by the Engineer-in-charge

Providing and fixing 17mm thick machine cut, mirror polished approved Granite stone/equivalent approved range and shade granite stone of approved colour and pattern for Risers and trades /Frames/Architraves/soffits/Jambs/Sills/Urinal partitions etc. of required sizes as shown in drawing or directed by the Engineer-in-charge, fixed with cement paste about 4.0 Kgs/sqm, fully buttering cement slurry on back, fixed to correct line, level and plumb over the plastered surfaces. Joints shall be well cleaned and grouted with matching colour of approved readymade grout, all leads and lifts, polished to all exposed faces, corners and edges, semi rounded, providing required SS screws, SS pins, studs, cleaning, curing, drilling, grinding edges etc. complete at all heights and leads all as per technical specifications complete as per specifications as directed by Engineer-in-charge.

Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles (AEROLITE ceiling systems) Tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approvred surface design and edge profile (TEGULAR/ SPINTONE) placed in a suspended grid of size of 600 x 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 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm 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 24 x 28 x 0.33mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the perifery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge. The main tees to be suspended from the ceiling/ soffit with the help of matal dash fastners of 6mmx50mm, soffit clits of 25mmx35xxx1.60mm 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 calcium silicate false ceiling area will be measured for the purpose of payment)

AEROLITE False Ceiling- tiles- Cosmos / Spintone / Hexa / Quadra Models

Providing and fixing ISI marked 35mm thick Block board nondecorative type single/double leaved Flush Door Shutter as per IS 2202, core of solid block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering and fixing with ISI marked S.S hinges all as per drawings and specifications including providing lipping all around with second class teak wood battens of size 25mm minimum depth on all edges of shutter (overall area of shutter is to be measured) . The cost shall include materials and labour, all as per technical specifications complete as per specifications and dispose the same from the site by the contractor as directed by Engineer-in-charge. (The cost of S.S. hinges only will be paid under relevant item).

Providing and fixing Stainless steel double ball bearing butt hinges of size 100 x 75 x 3 mm thick for hollow steel door of approved make as per annexure B of section VII complete as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere). Sample to be approved by the Engineer In charge

Providing and fixing stainless steel aldrops of size 300 X 14 mm of approved make with necessary screws, bolting from rear side complete as per specifications complete.

Providing and fixing stainless steel tower bolts of size 250 X 12 mm of approved make with necessary screws etc. all as per specifications and as per drawings.

Providing and fixing anodised aluminium baby latch of size 75 X 12 mm ISI marked of approved make transparent or dyed to requried colour or shade with necessary screws etc.

Providing and fixing approved make 7 Lever Night latch with triplcate keys including necessary screws etc in wooden doors complete all as directed at site .

Providing and fixing Aluminium 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. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge

Providing and fixing pair of Stainless Steel "D" type Door handles 10 mm dia, 250 mm long with full length plate in Steel Doors/ wooden Doors with necessary screws etc. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge.

Providing and fixing aluminium handles 175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved make, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete.

Providing and fixing brass mortise latch and lock of godrej or approved make with 6 levers and a pair of lever Brass handles with necessary screws etc complete suitable for fixing in wooden / steel/ FRP/ doors as per specifications.

Providing and fixing locks for aluminium sliding window shutters with approved make as per cat. No. SS-004 (Overall size of 204mmx23mm) or approved equivalent quality, make, type all as per specifications complete as directed by the Engineer-in-charge

Providing and fixing double action brass cast hydraulic floor spring (IS:6315-Table 1) of approved make for doors including cost of cutting floors as required, embedding in floors and S.S./ Brass cover plates with brass pivot and single piece M.S. Sheet outer box with slide plate etc. complete.

Providing and fixing 25 mm S.S curtain rods of 1.25 mm thick with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete.

Providing and fixing Aluminum die cast body tubular type universal hydraulic door closer of godrej or with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts of approved make complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing hand rail using 304 grade Stainless Steel pipes or any other shape of approved size and quality by TIG welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. A sample to be fabricated and to be got approved by the Engineer-in-Charge before starting of work at site. This work to be executed through approved qualified welder etc., complete as per specifications all complete as per specifications as directed by Engineer-in-charge. (Cost including all materials and labour)

Providing and fixing 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.

9 mm thick

12 mm thick

Supplying, fixing 50 mm thick Thermocole sheet Heavy Density 18 Kg / m3 in pota cabins wall panelling as directed by the Engineer In Charge.

Supplying and fixing 19 mm thick marine plywood conforming to IS 710 including all fittings and fixture, labour charges etc. as directed by the Engineer In Charge.

Providing and fixing Colour anodized (of 20 micron thickness) aluminium work for shutters, windows, ventilators, Alu Louvers, wall spans and partitions etc. with extruded built up standard tubular sections / Z Sections and other sections confirming to IS 733 and IS 1285 fixed with rawl plugs and stainless steel screws or with fixing clips or with stainless steel 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 where ever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and as per direction 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. (Weight of the Aluminium sections shall not be less than Specified in the drawings). The work shall be carried out complete as per approved shop drawing and the relavent portion of technical specifications and as directed by Engineer-in-charge.

Providing and fixing powder coated(of 20 micron thickness) aluminium work for shutters, windows, ventilators, Alu Louvers, wall spans and partitions etc. with extruded built up standard tubular sections / Z Sections and other sections confirming to IS 733 and IS 1285 fixed with rawl plugs and stainless steel screws or with fixing clips or with stainless steel 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 where ever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and as per direction 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. (Weight of the Aluminium sections shall not be less than Specified in the drawings). The work shall be carried out complete as per approved shop drawing and the relavent portion of technical specifications and as directed by Engineer-in-charge.

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/wall spans/shutters, etc. fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2way EPDM gasketing ,to ensure water and air tightness and neoprene cushions /gasket accommadated in grooves all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note: Glass shall be measured as per inner dimensions of the aluminium frame sections to which the glass is fixed.

5 mm thick clear float glass

5 mm thick bajra (translucent) glass for windows/ louvers

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

Supply and apply of approved makes paste for masonry crack up to 5 mm gaps as per specfication and as directed by the Engineer-in-charge

Providing and applying white cement based wall putty over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as per technical specifications as directed by Engineer-in-charge.

Providing and applying Wall painting Two coats on with Premium Acrylic emulsion paint of approved make to give an even shade, including a coat of approved Cement Primer, including preparation of the surfaces, scaffolding complete all as per technical specifications and specifications as directed by Engineer-in-charge.

Providing, painting, finishing walls with Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaes with Silicone additives of required shade (Two coats, each applied @ minimum1.43 ltr / 10 sqm) over and above a base coat of water proofing cement paint to be applied @ minimum 2.20 kg / 10 sqm including preparation of the surfaces, including erection of double tubular scafolding complete all as per technical specifications as directed by Engineer-in-charge.

Providing, Painting on old work (two or more coat) with premium acrylic emulsion paint of approved brand and manufacturer to give an even shade including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-incharge

Providing and painting two coats on steel/wood surfaces (old/new) with synthetic enamel paint required colour to give an even shade over a coat of zinc chromate primer including preparation of the surfaces, scaffolding complete all as per technical specifications as directed by Engineer-in-charge.

Painting (two coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer, including preparation of the surfaces, scaffolding complete.

Providing and laying integral cement based water proofing treatment With Average thickness of 120 mm and minimum thickness at khurra as 65 mm including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (i) Applying and grouting a slurry coat of neat cement by pump using 2.75 Kgs / sq.m of cement admixed with proprietary water proofing compound confirming to IS 2645 over RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (ii) Providing and laying 20 mm thick plastering using cement mortar 1:5 (with coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 3 days and observed for leakage if any. In case any leakage is observed, the effected area shall be sealed by grouting with cement and shall be checked again for any leakages and this process shall be repeated till no further leakages are observed. (iii) Laying brick bats set in cement mortar 1:5 using broken brick bats 25 mm to 115 mm size with cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 10 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again. (iv) After 10 days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-Charge. (v) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge including mixing ''polyster fibre of approved quality' at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep. (vi) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order, complete all as per technical specifications and as directed by Engineer-in-charge. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 Kgs / sq.m mixed with water proofing cement compound @ 0.253 Kgs per sq.m. including injecting cement slurry. This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242Kgs / sq.m mixed with water proofing cement compound @ 0.126 Kgs / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (c)Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and, complete all as per specifications and as directed by Engineer-in-charge including mixing ''polyster fibre of approved make' at the rate of 125 grams per 50 Kgs at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry in bottom and all the sides of sunken portion. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. The treatment to be tested for water tightness before filling the sunken areas, Cost quoted shall include all materials and labourand as directed by Engineer-in-charge. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m

Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge.

Providing and repairing to internal plaster in cement mortar 1:4 (using river 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 within 50 metres lead

Providing and repairing to external plaster in cement mortar 1:4 (using river 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 ncluding admixtured with approved Water proofing compound @ 2% by weight of cement used and as per manufacturer's specifications, sieving of sand to required fineness complete including disposal of rubbish to the dumping ground within 50 metres lead

Removing 5.0 mm thick float plain glass panes including removing damaged glass and replacing with new glass, including putty and nails wherever necessary in wooden partitions / wooden doors including removing damaged glass and replacing with new glass, including putty and nails wherever necessary in wooden partitions / wooden doors/ Aluminiium works

Removing the damaged G.M Gate Valve, Providing and fixing New GM Gate valves of approved make with handle wheels as per IS: 778

Removing the following sizes of damaged G.I fittings from G.I pipe lines, replacing the damaged fittings with new fittings, testing for leakage etc. complete as per specifications and as directed by the Engineer-in-charge

15 mm G.I elbow, bend, nipple, socket, tee etc.

20 mm G.I elbow, bend, nipple, socket, tee etc.

25 mm G.I elbow, bend, nipple, socket, tee etc.

Providing and Fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply(as ASTM standard 2846 & SDR-11 grade) including all CPVC plain & brass threaded fittings, including necessary CPVC specials fixing the pipe with clamps including chasing the walls, concealing the pipes and marking good the same etc. This includes jointing of pipes & fittings with CPVC solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer In Charge.

15 mm pipe

20 mm Pipe

25mm Pipe

Providing, laying, jointing, fixing, testing and painting with 2 coats of enamel paint over a coat of primer as per colour code of heavy quality (Class 'C') M.S. Galvanised pipes (External) as per IS:1239 incluidng fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends & all other fittings, required for the completion except screwed flanges conforming to IS:1239 & also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing / cutting / making holes in walls, roof slabs & making good the same to the original conditions, including cost of all jointing material like hemp yarn, teflon tape, white or red lead, clamps, pipe supports, hangers, screws, cement, sand, testing the pipes with clean water for 10 kg/cm2 pressure with minimum period of 2 hours duration complete all as per drawing, and the relevant portion of the technical specifications and as directed by Engineer-in-charge, etc. complete. MS flange pipe, its rubber washer also.

15 mm n/b G.I pipe

20 mm n/b G.I pipe

25 mm n/b G.I pipe

Supply of heavy pattern screw down gun metal gate valve with handles and wheels of approved make including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge

Providing and fixing PVC rain water pipes conforming to IS:13592 Type B and PVC SWR Fittings & specials confirming to IS 14735/1999 including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps, wooden supports of min. size 300 mm with well seasoned wood etc. complete all as per drawings, specifications and as directed at site.

SWR PIPE OD 75mm O/D

SWR PIPE OD 110mm O/D

Providing and fixing white vitreous European type Water Closet with'P' or'S' Trap with solid seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend,fixing EWC with C.P brass screws, 15mm PVC heavy quality inlet connection of 450mmlong, including testing , commissioning & cleaningetc. complete all as per drawings and specifications and as directed by the Engineer-in-charge.(Samples to be got approved by the EIC)

Providing and fixing in position 530 x 410 mm star white glazed vitreous Indian Water Closet (Orissa Pattern) with 'P' or 'S' trap, Low level 10 litres capacity PVC flushing cistern including all internal fittings fixed with 32 mm dia heavy quality PVC flush pipe connecting cistern to the closet, CP extension nipple, overflow pipe from cistern with CP brass mosquitoproof jali upto 150mm above floor level concealed in wall, 15mm dia concealed CP angle valve with heavy quality reinforced 600 mm long PVC inlet connection pipe & CP wall flanges whereever required, embedding the closet in 1:3:6 plain cement concrete and levelling as per floor finish, etc. all as per specifications and as directed by Engineer-in-charge.

Providing and fixing white viterious wash basin of size 630 x 450 mm and colour with anchored set arrangement, 15 mm C.P. brass pillar tap,15 mm x 600mm long PVC Inlet connection, 32mm heavy quality C.P. brass waste coupling including stop cock of standard pattern and SS wall flanges, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge.(Samples to be got approved by the EIC)

Providing and fixing stainless steel AISI 304 (18/8) satin finish kitchen sink with drain board with over all size of 1145 x 510 mm and bowl size of 560 x 410 mm and 200 mm depth of approved make and model with C.I. brackets and stainless steel waste coupling, fittings, including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried.complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing white vitreous china flat back half stall urinal size 580 x 380 x350 mm with 32mm C.P Flush value with standard flush pipe and C.P. brass spreaders, 32mm Urinal waste coupling with Dome grating , and clamp etc. including making G.I water line connection (Only G.I.pipes will be paid under relevant Item). Samples to be got approved by the EIC.

Providing and fixing 15 mm CP Urinal Spreader size with 1/2" BSP thread and shapes, weighing not less than 60 gms of approved make (Samples to be got approved by the EIC)

Providing and fixing Brass 15 mm C.P. Presstomatic series Auto shut Urinal Flush cock quality longwith heavy quality reinforced 600 mm long flexible PVC inlet connection pipe etc. omplete.(Samples to be got approved by the EIC)

Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts and washers complete for wash basins/ Urinals etc. with all necessary acessories complete as directed by the Engineer-in-charge

Providing and fixing 6 mm thick Mirrors of size 600 x 450 mm with bevelled edges complete with 6 mm thick WPC 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 .

Providing and fixing 15 mm C.P. Brass 2 in 1 Bib cock combination of Heavy Quality using teflon tape as per specifications and as directed by the Engineer-in-charge.(Samples to be got approved by the EIC)

Providing and fixing in position heavy quality CONTINENTAL type, fancy variety 15 mm C.P. brass screw down Bib taps with C.P. wall flange conforming to IS:8931 using tefon tape as directed by Engineer-in charge, testing and commissioning etc complete. (Samples to be got approved by the EIC)

15 mm dia bib cock of approved type and make

15 mm Dia LONG BODY bib cock of approved type and make

15 mm dia bib cock self closing of approved Type and make

Providing and fixing 15 mm n.b of C.P Brass Angle cock of Heavy Quality of continental model as per specifications and as directed by the EIC (Samples to be got approved by the EIC)

Providing and fixing PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 600 mm long

Providing and fixing 15 mm C.P brass pillar cock of heavy Quality of approved make and specied type as per specifications and as directed by the Engineer-in-charge.

Providing and fixing Heavy Quality 15 mm C.P brass pillar cock snaw neck of approved make quarter turn and type as per specifications and as directed by the Engineer-in-charge.

Providing and laying non pressure NP2 class RCC Hume pipes 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.

100 mm Dia RCC Hume pipe class Np2

150 mm Dia RCC Hume pipe class Np2

200 mm Dia RCC Hume pipe class Np2

250 mm Dia RCC Hume pipe class Np2

Providing and fixing Heavy quality CP brass waste coupling of following dia. for wash basin, sink and urinal of approved size and quality, all as directed complete. CP brass waste coupling 32mm dia and minimum 79mm length half threaded or full threaded as per requirement as directed by the Enginner In Charge.

Providing and fixing Heavy quality flexible PVC waste pipe of following dia. (semi rigid or flexible) of approved make for sink or wash basin including PVC waste fittings etc. complete all as per specifications and as directed by the Engineer-in-charge

32 mm dia flexible PVC (semi-rigid) waste pipe

40 mm dia flexible PVC (semi-rigid) waste pipe

Providing and fixing Heavy quality CP brass bottle trap 31/32 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal for wash basins/urinal etc. all as per specifications and directed by the Engineer-in-charge.

Providing and fixing in position 15 mm CP Health faucet with necessary flexible hose upto 1500 mm long using tefon tape, CP wall bracket, CP nozzle, CP wall flanges, etc., complete.

Supplying and fixing of C.P hanger having minimum 3nos hook 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 PVC Nahani trap of self cleaning design of 100 mm inlet and 75 mm outlet, 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 PVC openable grating, complete all as per drawings and specifications and as directed by the Engineer-in-Charge.

Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead and disopse the dismantiled reinforcement steel from the site and as directed by the Engineer-in-charge.

Dismantling plain cement concrete manually/ by mechanical means carefully without damaging adjacent structures including disposal of debriswithin200mlead as per direction of Engineer-incharge.

Dismantling brick work in Cement mortar carefully without damaging adjacent structures includingstackingof materials and dispoal of unserviceable materials within100 mlead as per direction of Engineer-in-charge.

Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc.complete and stacking within 100 m lead (full windows) Of area3.00 Sq.M and below and dispose the same from the site

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

Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge

Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc

Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of approved 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 15 mm to 50 nn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charge.

HDPE CYLINDRICAL vertical storage water tank 1000 lit capacity

HDPE CYLINDRICAL vertical storage water tank 2000 lit capacity

Core cutting in RCC beyond 100 mm up to and including 150 mm Dia

Core cutting in RCC beyond 150 mm up to and including 200 mm Dia

Supplying and fixing hold fasts with MS. flat 40 x 5mm size 200mm long to doors, windows, ventilators, etc., as per I.S. 7196 with holes, necessary screws, bitumen finishing etc., as required and as directed by the Engineer-in-charge,complete including all labour and materials.

Welding of mild steel rails, angles, grills, rods, channels etc., as required and as directed by the Engineer-incharge, complete.

Supplying of 20mm size aggregates at site of work as required and as directed by the Engineer-in-charge, complete. All labour and materials.

Supplying of crushed dust at site of work as required and as directed by the Engineer-in-charge, complete. All labour and materials

Providing all kinds of civil maintenance services by supplying plumber/ carpenter/mason/mazdoor with all necessry tools (including hand drilling machines , hand cutting machines, ,ladders,spaners etc.) & tackles for attending complaints of minor repairs, fixing, fitting & fixures,miscellaneous works and repairs,dismantling etc. as and when required and as directed by EIC on day to day basis as per requirement from BARC.

Carpenter 1st class

Plumber Ist class

Mason 1st class

Man mazdoor/woman mazdoor

Supply of JCB (3D) Earth mover for excavation / levelling and removing debris / earth etc., including fuel, operator charges and incidental charges etc., as directed by the Engineer-in-Charge. All Labour and equipment, spares etc., complete. (Payment will be made for number of hours worked at site only)

Supply of Motor Truck for the transportation of all sorts of materials such as sand, gravel, metal, steel, cement, boulders, debris, furniture, water supply pumps and motors including fuel charges, driver charges etc., as directed by the Engineer-inCharge, complete. (Payment will be made for number of hours worked at site only)

De-siltation of drains including removing silt, slush, pebbles garbage, iron ore, iron ore fines etc., including removing the sand from underwater if existing within a lead of 10 m and lift of 2 m and transportation of the same after drying, upto ½ Km and levelling the same as directed by the Engineerin-Charge.

Providing and fixing Pro S.SMesh-(Mosquitonet)-0.50mmthick-144 Apeture in Sq.Inch with necessary wooden beadings & screws etc. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge.

Supplying and injecting with approved quality chemical emulsion imedochloprid at the rates and concentrations as per IS code for post Anti-termite treatment by providing drills at 300 mm center to center all along the skertings and door & window frames etc apply the chemical with power sparyer, close the holes with white cement putty and make good to existing buildings as per manufacturers specifications and as directed by the Engineer-in-Charge. Work to be executed by approved agency . Measurment will be taken only floor area for Payment

Modification of existing IWC to EWC in toilet of size 1.3mX1.05m (4ftX3ft) in quarters including dismantling of existing FRP door, floor tiles, concrete bed for existing IWC, flush tank etc. carefully and supplying and fixing approved make of white vitreous EWC, 2 in 1 CP bib tap, PVC health faucet with 1.5m hose, 25mm thick WPC door shutter with all heavy quality SS hardware and laying of new anti skid bathroom floor tiles of approved make etc. make good everything and also dispose the removed FRP door out of BARC colony premises and other debris within a lead of 200m etc. complete all as directed by the EIC.

Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings.

(i) 16 mm diameter 75 mm Long

(ii) 16 mm diameter 100 mm Long

(iii) 16 MM diameter 150 mm Long

(iv) 16 MM diameter 200 mm Long

(v) 20 mm diameter 100 mm Long

Providing, supplying and fixing gear wheel to existing rolling shutters complete including erection. 250 mm Dia

Providing, supplying and fixing gear wheel to existing rolling shutters complete including erection. 325 mm Dia

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge.

Providing and fixing of 2 ply 4 spikes of 12 guage galvanised steel barbed wire (2.50 mm dia for line wire and 2.0 mm for point wire) of standard quality as per IS 278 including cost and conveyence of all materials (viz.) G.I. Barbed wire , GI wire for tying etc. , all labour charges for fixing the barbed wire to MS angle posts (in horizontal lines and diagonals) with G.I.staples & wooden plugs and as shown in drawing and as directed by Engineer-In-Charge, complete. Note:Payment to be made per metre cost of total length of GI barbed wire used

Providing and fixing concertina barbed tape coil of 450 mm dia made from M.S galvanized ribbon tape of 0.5 mm thickness, 19 mm width stretching the coil to 9 m approximate, fixing the coil with clips between "Y" armed and MS angle posts 2.44 m high from ground level, including supplying and fixing MS galvanized clips etc. complete as per manufacturer's specification and including painting by dipping method the concrtina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved primer at fabrication shop, before bringing the material to the site and fixing in position etc. complete as directed by the Engineer-in-charge. Note: The thickness of galvanisation shall not be less than 30microns. Tensile strength of spring core shall not be less than 165 kg/Sqmm

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

Supplying and fixing Rolling shutters 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 arrngements 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 Rolling shutters gear operated type with handles including top hood 0.90 mm thick

Providing, supplying and replacing in position wherever required the following parts after removing the damaged old part carefully including all labour, taxes, duties, scaffolding, transport, welding, drilling, grinding, tools, tackles etc. and with applying one coat of primer wherever required, including transporting the dismantled M.S/ metal scrap and depositing at Trombay stores as directed by the Engineer-in-charge at site.

Providing, supplying and fixing Springs in Rolling shutter Shaft including necessary bolt& nuts complete including erection. For rolling shutter up to 5.00 metres height

Providing, supplying and fixing springs in rolling shutter shaft including necessary bolt & nuts complete including erection.For rolling shutters above 5.00 metres height

Providing, supplying and fixing dead locks in rolling shutters necessary bolt & nuts complete including erection.

Providing, supplying and fixing ball bearing to existing rolling shutters complete including erection.

Providing, supplying and fixing gear box complete set with gear wheel, handle etc full assembly complete including erection.

Providing, supplying and fixing Side Brackets for Rolling Shutters Complete including erection.

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

Providing and fixing PVC low level / High level flushing cistern 10 litres capacity ( Hindware or approved equivalent make ) in White colour 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.

J SURYANARAYANA (BID ID -3308516)