Construction of Pre-Engineering Building for Store-Cum Office at P1185 facilities at PO Anushakti, Via Kota, Rajasthan.

Amount

Part A: -Civil works General Notes:- 1. Tenderers are advised to visit the site of work with prior permission of Engineer- in- Charge/ authorised representative to acquaint themselves with the nature and location of work before quoting tender. 2. Since the work is to be carried out in Hospital buildings which are occupied by Patients, health care workers etc the work shall be carried out with least disturbance to the occupants. 3. During execution of work all labourers, supervisors & engineers of contractors shall use personal protective equipments. Work execution without PPE's shall not be permited.BARC construction safety manual shall be followed during execution of works. 4. Any work activity shall be started at site with prior work permit issued by departmental safety officer/Engineer/Supervisor. 5. No debris shall be left over during the repair works under each item on any day. An area for 'Debris bins' will be identified on the request of contractor for collection of debris generated on day to day basis

Designing, supplying, fabricating, testing, transporting, handling and erecting at required positions and levels Structural Steel members for pre engineered building as per approved design and drawing including girders, steel beams,rafters, purlins, cleats, fixing accessories, connection fasteners, girts, wind bracings and all structural members required to support roofing, rain water gutters, lighting windows including epoxy painting and making provisions stated as below including all consumables. This shall comprise of the following : Primary members: Primary members such as transverse rigid frames, curved rafters and wind bracings, bearing frame rafters, supports for rain water gutters etc. using three plate technology or as per approved design (Using min 345 Mpa yield strength) Secondary Members: Secondary members such as purlins, girts, eaves, struts, wind bracing, flange bracings, base angles, clips, and other miscellaneous structural parts using cold rolled forming technology.(Using min 310 Mpa Yield strength) Connections: All field connections shall be bolted. primary field connections shall be bolted and shall conform to ASTM- A -325 and Secondary connections shall conform to ASTM- A -307. Provisions as shown in drawing for : a) Openings for windows, ventilators, etc. with suitable steel members or frames on all the sides of the opening. All fabricated structural steel shall be painted with epoxy protective paint of approved make minimum 2 coats and 150 micron dry film thickness of approved colour after surface preparation by sand blasting. Notes: 1) All fabrication including welding shall be carried out in the factory only and no site fabrication will be permitted. 2) Detailed design and Drawings , shop drawings shall be prepared by the contractor through specialised pre engineered building agency/ experienced consultant and submitted for approval and detailed design report, Loading details / reactions shall be given for design assesment before start of work. 3) Conceptual aesthetically pleasing supporting system shall be worked out and submitted for approval before proceeding detailed design.

Design, providing, supplying , storage, handling, lifting, placing in position, fixing to required line and level, completing and handing over of double skin insulated metal roofing system as per approved design and drawing with all necessary cutting, trimming, etc. as necessary with all approved and specified material, tools, tackle, machinery, labour, fasteners, fixtures, flashing, consumable, transportation, loading, unloading, including all taxes complete as directed by the Engineer-in-charge comprising of the following layers: INNER SHEET : Prepainted galvanised steel sheets of 0.50 mm thick with base metal of CRCA conforming to S250GD grade of EN 10326 in all respects, hardness not below 70 HRB, with hot dip galvanisation of 180 gsm (total both sides) as per IS 277, skin passed, zero spangle, pre treated through complete dip process with pre-cleaning, hot rinse, pre activation rinse, zinc phosphate dip and final trivalent chrome rinse before application of special flexible PU primer of 5 DFT on each surface, applied with min. 20 micron DFT of special polyester paint of approved colour and shade on exposed surface and min. 5 micron DFT Metashield standard grey shade polyester back coat on unexposed surface and final product conforming to METASHIELD EPG grade paint system. Profile used shall be of depth 35 + 2 mm, pitch 250 + 2 mm, overall width 1060 + 10 mm with three continuous corrugate stiffeners spread over approx. 55 mm and corrugate depth of approx. 8 mm at each mid-pan of sheet. These sheets shall be fixed to the steel purlins using self tapping, self drilling screws of CORROSHIELD / HP / BUILDEX make conforming to AS 3566 Class 3 category, with coloured surface facing into the building. The total coated thickness of the sheet shall not be less than 0.70 mm and painted metal when tested shall meet requirements of EPG - 10 grade paint system requirements VAPOUR CONTROL BARRIER over INNER SHEET : HDPE film of min. 80 micron thickness shall be used as vapour barrier over inner sheet for prevention of condensation and laid over the inner sheet prior to laying of insulation. SPACER SECTIONS : Suitable spacer as per design shall be fixed by SDST screws through the inner sheet to the underlying purlin. Spacers shall be made of min. 2 mm thick galvanised steel (hot dip 120 gsm as per IS 277) and press formed to approved Z / Hat shape as per approved drawings and supplied in 3000 mm / 6000 mm lenghts only. INSULATION : Glass reinforced mineral wool conforming to IS 8183 of min. density 48 Kg. per cu.m. built up in two layers of 50 mm each (laid perpendicular to each other) to make 100 mm total insulation thickness. VAPOUR CONTROL BARRIER below OUTER SHEET : The vapour control barrier below the outer sheet shall comprise of a polyethylene bubble pack between two aluminium foils of 9 microns on either side, making up a composite thickness of 4 + 0.20 mm, having sound transmission class of 28 dB, reflectivity of 95%, emissivity of 0.05 and basic composite weight of 270 + 10 gsm. OUTER SHEET : CRIL- RIVERCLACK 55 make 0.70 mm thick, prepainted aluminium snap-lock type standing seam sheets, made of 5754 grade Al-Mg alloy of H 18 temper, with standard available PVDF pastel shade paint of min. DFT 25 micron over 7 micron DFT PVDF compatible primer on exposed surface, and, min. 12 micron DFT PVDF grade back coat as per manufacturer's specification on unexposed surface. The profile shall be of 46 mm nominal depth, 550 mm covered width with specially designed interlocking at side laps including gutter drain that makes adoption of shape possible for slope up to 0.4% without any leakage. The sheets shall be fixed to the spacer sections with special reinforced acetylate, anti friction, anti static, di-electric, and, totally non-metallic clips made for the profile to lock into the clip crevices, permitting anti abrasive, free movement during the process of thermal expansion and contraction of the sheets thereby not allowing any stress to develop in the sheeting. The sheeting shall be able to take natural curvature of the buidling up to a radius of 22 m (convex)/ as specified in drawings. The sheet material shall have ultimate tesile strength of minimum 320 N/ Sq.mm, yield strength of 280 N/Sq.mm and elongation of 50 mm GL: 4% . All sheets shall have a manufacturer's or product brand name printed on sheets at regular intervals. Completing the work with all necessary flashing of same material, colour and thickness as for pouter sheet for closures, trims, corners, ridges, aprons, caps etc. as required for completion of the work as per approved drawings, in maximum girth of 760 mm, supplied in standard length of 6000 mm or as per approved drawings.

Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated 'J' or 'L' hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete.

Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashings (Min thickness of sheet 0.5mm) Notes:- A. Gutters for standing seam roof shall be suspended box sections of galvanized steel formed to match the configuration of the gable trim. Gutters shall be independent of the roof seal and shall be attached to the eave strut adapter by means of a gutter hanger. B. Gutter hangers shall be spaced at maximum 1200 mm centers and attached to inside face of gutter and eave adapter by suitable size self-drilling screws and to outer face of gutter by trim fasteners. C. Gutter sections shall be lapped 50 mm and sealed with sealant and then fastened with fasteners as specified on manufacturer’s drawings. D. Gutter end closures shall be sealed with sealant and fastened with pop rivets as specified on manufacturer’s drawings. E. Suitable size rain water spout arrangements to suit 110 mm Dia PVC pipes to be provided in the Gutters.

Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal wall panelling including flashings and insulation, openings etc. as per approved drawings and design complete as directed by the Engineer-in-charge including all consumables comprising of the following: INNER and OUTER steel SHEET : Prepainted galvanised steel sheets of 0.50 mm thick with base metal of CRCA conforming to S250GD grade of EN 10326 in all respects, hardness not below 70 HRB, with hot dip galvanisation of 180 gsm (total both sides) as per IS 277, skin passed, zero spangle, pre treated through complete dip process with pre-cleaning, hot rinse, pre activation rinse, zinc phosphate dip and final trivalent chrome rinse before application of special flexible PU primer of 5 DFT on each surface, applied with min. 20 micron DFT of special polyester paint of approved colour and shade on exposed surface and min. 5 micron DFT Metashield standard grey shade polyester back coat on unexposed surface and final product conforming to METASHIELD EPG grade paint system.Insulation: This shall be comprising of rockwool insulation conforming to IS 8183 of 100 mm thick with density of 100 + or-2 kg / Cu. M. Vapour Control layer : The vapour contol layer to reduce the movement of water vapour from inside the building to reduce the risk of condensation shall consists of 3 layer membrane to be laid continuous across its surface shall be fully sealed at laps, perimeters, penetrations to ensure effectiveness & aluminium foil of 0.50mm thick laid over insulation board. These panels are factory assembled in continous manufacturing line into a complete unit to eliminate the necessity of field assembly of units prior to installation. The edges of the panels shall be shaped to provide a continous engagement for the full height of the wall/partition, providing a positive sound seal and permitting roll formed slip joint with unique locking arrangement in the shape of tongue and groove individually from each side (fascia) of the panels. Notes: 1)The cost includes supply of material, coating, profiling, wastages, laps, installation and all accessories, fixtures, ancillaries, sealants as per manufacturer specification . 2) Shop drawing of fitting and fixtures, laps and joinery details etc. should be submitted prior to installation.

Supplying, fabricating and delivering and fixing at site Mild anchor bolts as shown in drawing or as directed by Engineer-in-charge, including nuts/lock nuts, anchor bolt assemblies etc. complete. Note for items no. 1 to 5 :-1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 2. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes manufactured by M/s. Advani Oerlicon / ESAB India & D& H of specified suitable grade only shall be used. 4.Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.

Providing and fixing in position 1.2 mm thick hot dip galavanized steel deck span as sacrificial shuttering, of depths 50-55 mm , pitch 265-275 mm and m & k value as specified, tested and certified by SERC/ INSDAG and conforming to IS 277, having yield strength of 250 mpa with 120gsm, with all lappings, welding if necessary, providing holes etc., with all materials, labours, handling,taxes, transport etc. complete.

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 m to 3.00 m depth from Average Ground Level

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 m to 3.00 m depth from Average Ground Level

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Note: The rates in respect of Item Nos 10 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock and 30% in respect of Debris from corresponding STACK / TRUCK Measurement

Debris

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

Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. Notes: 1) Guarantee for the treatment for a period 10 (ten) years shall be submitted as per specifications. 2) The plinth area of the ground floor only shall be measured for payment.

Labour charges for stacking and laying of 230 mm thick rubble soling stones (using excavated stones) as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge

Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels.

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. upto Plinth Level

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. Upto Plinth Level.

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. In super structure upto 20.00 metre height

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

Providing, centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. Notes: 1) Only steel staging (acrow or equivalent) will have to be used for all structural/RCC work such as slab, beam, chajjas etc for all floors at all levels/heights. 2) Abrupt changes in surface of concrete, mortars fins at formwork joints shall be evened out by chipping, grinding and finishing with cement mortar curing etc as directed by Project Engineer all at his own cost. 3) The design of formwork shall be submitted for approval before commencement of work.

For Sub Structure

For Super Structure

Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Notes: 1)PVC coated binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 2) Cover blocks shall be of same grade of concrete 3)The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers for each lot and also testing third party from approved laboratories without any extra cost as directed by the Engineer in charge.

Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor Confirming to IS:1786.

Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge

Up to and including 300 mm Joists, 350 mm channels, and below sections using materials confirming to IS:2062. All test reports to be provided along with the supply of the materials.

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge

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

Using materials confirming to IS 2062. Notes for item no 21 to 23:- 1) Structural steel confirming to IS 2062 shall be supplied from virgin materials to be procured directly or from their authorised dealers and test certificate to be produced. 2) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers for each lot and also third party testing from approved laboratories without any extra cost as directed by the Engineer in charge. 3) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 4) Welding Electrodes manufactured by M/s. Advani Oerlicon / ESAB India & D& H of specified suitable grade only shall be used 5) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 6) Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.

Providing and constructing Brickwork in cement mortar 1:6 using crushed sand with Flyash / Flyash Lime bricks with minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in superstructure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. Notes: 1) No holes in brick wall will be allowed for scaffolding.2) Only double tubular steel scaffolding will be allowed.

Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks with minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item)

Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.

Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)

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

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

Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge

Second class teak wood

Providing and fixing C.P teak wood moulded beading (Architrave) of size 50 X 12 mm using 2nd class teak wood to door and window frames with necessary screws and painting with a coat of approved primer etc. complete

Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete.

Providing LOUVERED OPENING in door shutters including making the pening, providing and fixing teak wood louver blades with necessary teak wood frame work and beading and applying one coat of approved wood primer etc. complete.

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings.

Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stainless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge

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

35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws.

Providing and fixing following hardwares / door accessories :

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

Providing and fixing brass mortise latch and lock of 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 aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete.

Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing anodised aluminium tower bolts of size 250 X 12 mm ISI marked of approved make, transparent or dyed to requried colour or shade with necessary screws etc.

Providing and fixing stainless steel ball bearing fire tested stainless steel butt hinges of size 125 x 75 x 3.00 mm (heavy weight) of approved make with suitable stainless steel screws etc. complete as directed by the Engineer-in-charge

Providing and fixing pair of stainless steel "C" type door handles 10 mm dia, 250 mm long SS 304 grade solid rod , of specified size in steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete.

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 arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters

Rolling shutters gear operated type with handles including top hood 0.90 mm thick

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

Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge.(only power supply point will be provided) For rolling shutters above 15.00 Sq.m and up to 30.00 sq.m opening area.

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

Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)

Extra for colour anodizing

Providing and fixing approved quality and shape star locks cum handle of approved make for sliding shutters

Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters

Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections

Providing and fixing double action hydraulic floor spring of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S 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

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

With clear float glass panes of 4.0 mm thickness

With clear float glass panes of 6.00 mm thickness

Providing and fixing15 to 17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour for kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete at all levels

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

Providing and fixing 1st quality Digital edge Rectified ceramic glazed floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved by Engineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge

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

Using Tiles of size above 600x 600mm and up to and including 900 x 900mm

Extra over for using polymer mortar in place of cement mortar

Providing and Laying 20-25 mm thick Plaster of Paris over polythene sheet on flooring to protect the flooring and removal of the same after completion of work including cleaning, washing etc complete as per direction of Project Engineer.

Providing and Laying Minimum 25 mm thick uniform shade Kotah stone 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

Extra for nosing in steps of treads Using Kotah stone

Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete.

Providing , Laying , jointing, fixing and testing Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, exposed / concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint for all concealed lines / two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge. Pipes with exclusive use of TATA make C-Class pipes.

15 mm dia G.I pipe

20 mm dia G.I pipe

25 mm dia G.I pipe

40 mm dia G.I pipes Note: The measurement shall be taken along the centre line of pipes & fittings or specials but excluding flanges.

Providing & fixing in position 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, laying to the slope specified and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the order of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete excluding excavation and refilling which will be paid under relevent Item. Note: The measurement shall be taken along the centre line of pipes & fittings or specials as laid from inside of one manhole to the inside of other manhole.

150 mm diameter Grade "A" Stoneware Pipe.

Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) single socketed pipes 110 mm diameter. Note: The measurement shall be taken along the centre line of pipes & fittings or specials as laid from inside of one manhole to the inside of other manhole.

Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. Note : The measurement shall be taken along the centre line of pipes & fittings or specials.

75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint

100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint.

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.

150 mm Dia RCC Hume pipe class Np2

250 mm Dia RCC Hume pipe class Np2

Providing and constructioning Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item)

Extra for Depth over initial Depth of 900 mm for Chambers of 900 x 600 mm internal size including fixing Cast Iron Steps (C.I steps shall be paid under relevant item)

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

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

150 x 100 mm size gully trap "P" type

Providing and fixing white vitreous china European type Water Closet with 'P' or 'S' Trap with solid seat and lid of approved make, 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, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge

E.W.C. pan in White colour with ISI marked white solid plastic seat and lid.

Providing and fixing stainless steel toilet paper holder recessed type of approved make and type with S.S screws as directed by the Engineer-in-charge complete.

Providing, supplying and fixing JET spray with 1.00 metre long flexible tube connection in European / Anglo Indian closet under seat cover fixtures complete all as specified and as directed by the Engineer-in-charge

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

White vitreous China wash basin of size about 630 x 450 mm and equivalent sizes with single 15 mm C.P. brass pillar tap

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

Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge .

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

Providing and fixing 15 mm C.P brass 2 in 1 bib cock and Angle cock combination of Heavy Quality of approved make as per specifications and as directed by the Engineer-in-charge

Providing and fixing C.P Brass 2 way Angle cock (2 Angle cock combination in single fitting) of Heavy Quality of approved make as per specifications and as directed by theEngineer-in-charge (Samples to be got approved by the Project Engineer) 15 mm n.b CP Brass angle stop cock Jaquar continental model or approved equivalent make and type

Providing and fixing G.M / brass ferrule in existing water main lines of specified dia and making connections including drilling / boring complete all as directed by the Engineer-in-charge

20 mm ferrule

Providing, transporting, lowering and laying in position at site at required elevation on prepared foundation concre beds ready made RCC hume pipe septic tanks of internal diametre as below, manufactured by M/s PRANALI or its equivalent, constructing access shafts over the hume pipes of internal clear size 600 mmX 600 mm in brick masonry with cement mortar 1:6 raised upto ground level, plastering of the access shafts with cement mortar(1:4), 20 mm thick on inside, outsdie and all exposed surfaces, finished smooth including providing C.I. steps weighing not less than 3.5 kgs. at 300 mm c/c of the access shaft chamber, depth not exceeding 1000mm etc.complete including the cost of 1 No. of 75 mm dia C.I. vent pipe about 3 metre long embeded in a pcc bed 45 cm x 45 cm x 30 cm and projecting 2 m above ground level and terminating with a C.I. cowl at top, and providing and fixing 150 mm dia. SWG tee as per drawing and specification.

1200 mm dia.

Providng & filling overburnt brick bat aggregtes of 75 mm size to fill in soak pits including breaking the brick to required size of 75 mm aggregate including the cost of material, labour, tools etc. complete amd as dorected by the Enginner-in-charge.

Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications etc. complete as directed by the Engineer-in-charge. Notes :- 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers for each lot and also third party testing from approved laboratories without any extra cost as directed by the Engineer in charge. 2) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 3) Welding Electrodes manufactured by M/s. Advani Oerlicon / ESAB India & D& H of specified suitable grade only shall be used 4) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 5) Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.

Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of approved make of the following capacities with WHITE SILICON coated and 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 mm 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 white silicon coated 2000 lit capacity

Providing and fixing brass ball cock of approved make heavy quality of following sizes with arm rod and Plastic Ball floats complete as per specifications and as directed by the Project Engineer.

40 mm dia

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 25mmx35mmx1.60mm 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 applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge

Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and painting TWO coats of synthetic enamel paint on new wooden surfaces of approved brand and manufacturer of required colour to give an even shade over an under coat of suitable shade primer of approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

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

Providing, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

On Plain plastered / concrete sufaces

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.

16 mm diameter 100 mm Long

Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge

Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications to facilitate geotechnical investigation and as directed by the Engineer-in-charge.

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

Earth work excavation in foundation in Hard Rock by controlled Blasting (including explosive,drilling, muffling, pre shear line drilling )and by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides of foundation, ramming the bottom of foundation, stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available excavated earth in layers not exceeding 250 mm in depth, each layer well rammed and consolidated etc. complete all as per specifications and as directed by the Engineer-in-Charge. Blasting works to be executed as per safety norms and as per specifications and as directed by the Engineer-in-charge.

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 to 3.00 m depth from Average Ground Level

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, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This includeds jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer.

40 mm outer dia CPVC pipe.

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 5000 lit capacity

Supply, installation of Multijet type water meter with magnetic drive, vacuum sealed register and flow totalizer conforming to ISO 4064 Class B. Size: 40 NB Range: 4-200 LPM etc. complete as directed by the Engineer-in-charge

Supply and Installation of Pressure gauge with isolation ball valve Range: 0-10 bar(g) 15 NB threaded end connection MOC: CS etc. complete as directed by the Engineer-in-charge

Part B: -Electrical works Shifting & commissioning of Construction Power Supply Board Panel (CSB 001) as per TSS No. 01

SITC of Distribution Board (LDB & PDB) as per TSS No. 02

SITC of Maintenance free earth station as per TSS No. 03

SITC of Earth strips of 25 mm x 3 mm GI strips as per TSS No. 04

SITC of 8 SWG Cu wire as per TSS No. 05

Only laying of 300sq. mm 3.5C cable as per TSS No. 06

SITC of 25 sq. mm 4C Al Cable as per TSS No. 07

SITC of 24C Fiber Optic cable as per TSS No. 08

SITC 20 pair telephone cable as per TSS No. 09

SITC 300 sq. mm 3.5C Al Cable end termination as per TSS No. 10

SITC of 25 sq. mm 4C Al Cable end termination as per TSS No. 11

SITC 300 sq. mm 3.5C Al Cable Straight Jointing as per TSS No. 12

SITC of 20 pair telephone cable end termination as per TSS No. 13

SITC of 9U Networking Rack as per TSS No. 14

SITC of LIU and 24C FO termination as per TSS No. 15

SITC of RJ45 points with cat-6 wire and both end terminationas per TSS No. 16

SITC Fire alarm rack/Panel with devices as per TSS No. 17

SITC of Wall mounted Fans as per TSS No. 18

SITC of Pedestal Fans as per TSS No. 19

SITC of Point wiring as per tender drawings as per TSS No. 20

SITC 90W Highbay LED lighting fixtures as per TSS No. 21

SITC 32W Recess mounted LED lighting fixtures as per TSS No. 22

SITC of 16W Recess mounted down light LED lighting fixtures as per TSS No. 23

SITC of 20W street light LED lighting fixtures as per TSS No. 24

SITC of 75W flood light LED lighting fixtures as per TSS No. 25

Part C: -Mechanical works Two ton split air-conditioner units. Refer Technical Specification Sheet Number 01 M for detailed description

300 mm dia, 900 rpm propeller Exhaust Fan. Refer Technical Specification Sheet Number 02 M for detailed description.

Structural Steel. Refer Technical Specification Sheet Number 03 M for detailed description

M/S AGARWAL BROTHERS

SALDAR INFRASTRUCTURE AND CONTRACTS PRIVATE LIMITED