Construction of Toilet Sports Wooden Flooring, Insulation on sheeting and Allied Civil Work for the Sports Complex in Sector-V Colony Area RRCAT Indore

Amount

Imp. Note - a) The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. b) The payment of wages to labourers should be made through bank. c) The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. d) The minimum amount of bill to be paid shall be Rs. 30.00 lakhs. e) A land for the construction of contractor shade in RRCAT premises shall be provided for material storage and contractor has to make arrangement for temporary shade at the alloted space for the shade & same must be removed after the completion of the work at their own cost. If contractor is allow to use departmental constructed space, same shall be charge @ 500/- per Sqm per month and contractor has to handover the same in good condition after the storage use.

Earthwork excavation over areas in all soils except soft and hard rock by manual means and disposing off & levelling the soil within a distance of 50 metre and as directed by Engineer-in-charge.

0.00 metre to 1.50 metre below average G.L

1.50 metre to 3.0 metre below average G.L

0.00 metre to 1.50 metre below average G.L

1.50 metre to 3.0 metre below average G.L

0.00 metre to 1.50 metre below average G.L

With approved quality murrum available from excavations within RRCAT premises by mechanical transport.

Disposing by mechanical transport ; the garbage/ Unserviceable materials consisting of debris, rubbish, packing boxes, Ac sheet, gypsum sheet, grass, serviceable/ nonserviceable items, doors, windows, partitions etc. from domestic house / office to the predetermined locations in the RRCAT campus with all leads at anywhere in RRCAT including loading, unloading, levelling, carrying by mechanical transport as required to maintain cleanliness around houses, parks and buildings in RRCAT campus including cost of all tools and tackles etc., complete as per specifications and as directed by Engineer-in-charge ( Carriage capacity shall be around 5.00 Cum.).

Lead charges for debris by mechanical transport anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete and as directed by Engineer-in-charge..

Note: The rates in respect of item this are applicable for the net quantity arrived at after making deduction for voids at 30% from corresponding stack/truck measurements.

Lead charges, by mechanical transport to anywhere in RRCAT Campus,including loading, unloading, stacking / levelling etc.comlpete as per drawing, specifications and as directed by Engineer-in-Charge.

For soil

Note : The rate is applicable for the net quantitities arrived at after making deductions for voids @ 20% in respect of soil from the corresponding stack / truck measurements.

Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications and as directed by Engineer-in-charge.

REINFORCED CEMENT CONCRETE of M-20 grade at all levels using graded stone aggregate of 20mm max. size including machine mixing,, mechanical vibration, consolidation, finishing, curing etc. complete as per specifications but including shuttering, formwork and excluding steel reinforcementand as directed by Engineer-in-charge. (Minimum Cement content shall not be less than 360kg/cum of concrete.)

In foundations, footings, plinth beams & flooring.

Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement and as directed by Engineer-in-charge. (Minimum Cement content shall not be less than 387kg/cum of concrete.)

In foundations, footings, plinth beams & flooring.

In columns, mullions, pillars, posts, struts

In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills. Staircase etc

Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work and as directed by Engineer-in-charge.

Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete and as directed by Engineer-in-charge.

Columns, pillars, posts, struts, mullions etc.

Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.

Providing and fixing reinforcement for reinforced cement concrete using TMT bars of Preferred make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.

Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars manufactured in the brand name of Preferred make shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend test etc. 2 - Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprising of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractor at each stage right from sampling of testing . All charges ,transport, taxes etc shall be borne by the contractor. 3 - The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost. 4 - 1.60mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractor at their own cost and will not be measured for payment . 5 - Other conditions as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained .

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS , Circular sections, ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

Note: 1. Structural steel conforming to IS: 2062. 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificate from the firms and also testing from third party if required to be arranged at no extra cost. 3) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemd to have been included in the rate. 4) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5) Electrodes manufactured of Preferred make only shall be used.

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

1. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing firms and also testing from third party, if required to be arranged at no extra cost. 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 rate. 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5. Electrodes manufactured by of Preferred make only shall be used.

Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete and as directed by Engineer-in-charge.

For grading - I material (with 75mm and down size aggregates)

Providing and fixing in position first class double charge vitrified porcelain tiles conforming to IS:15622 of approved manufacturer of size 600mmx 600mm (thickness shall be as per manufactures's specifications) of approved color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding or fixed with approved quality adhesive (as per manufacturers specifications), jointed with spacer and pointed with matching epoxy sealent finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete all as per drawings, specifications & as directed by the Engineer-in-charge.

White/Coloured Glazed tile flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below of Preferred make with necessary specials etc. over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching white/coloured cement slurry and finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Engineer-in-charge.

Coloured Dado using 300mm x 450 mm tiles.

Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality of Preferred make over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete.

In flooring with tiles of size 300x300x6mm.

Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers and as directed by Engineer-in-charge. Note: S.S.screw at proper spacing shall be used to fix the granite in addition to above where ever required.

Black, cherry/ruby red shade

Kota stone flooring/skirting, using 15mm to 20mm thick hand cut single machine polished kotah stone slabs laid over 20 mm thick mortar, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete and as directed by Engineer-in-charge.

In flooring with lime mortar 1:2 bedding and with machine polishing after laying.

Providing and laying indoor sports wooden flooring kiln seasoned and heat treated (Badminton Court) of area-elastic floating type confirming to (European Norm) EN 14904 / DIN 18032 (DIN is the national standards body of Germany) standards, comprising of finished 21 mm thick and 65 mm to 85 mm wide Maple hardwood top layer with tongue and groove joint system, fixed over well seasoned supported on 45 mm x 70 mm treated with anti‐termite solution pinewood sleepers placed over 10 mm thick rubber pads at 350 mm mm c/c intervals. The entire flooring system shall be laid over a best quality vapor barrier (200 micron thick polythene sheet) laid on leveled and moisture-free sub-base. Flooring to be finished with 3 coats of non-slip, sports-grade polyurethane (PU) coating including sanding and sealing. Court markings shall be done with approved PU-based paint of required color and 40 mm width as per BWF (Badminton World Federation) standards. Complete in all respects including tools, tackles, labour, materials, and installation as per manufacturer’s specification and direction of Engineer-in-Charge. Note: The system shall meet performance criteria as per EN 14904 / DIN 18032 standards with minimum 45% shock absorption and 90% ball rebound. ( NOTE : The finished surface shall be levelled with a margin of +/- 5mm.)

Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in foundation & plinth upto FFL including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete as per specifications and as directed by Engineer-in-charge.

Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all level including double scaffolding, raking out joints, curing etc. complete as per specifications and as directed by the Engineer-in-Charge.

Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40 kg/cm² in C.M. 1:4 at all levels, including curing raking out joints, etc. complete as supports to kitchen platform, shelves, cupboards, flower beds etc. complete.as per drawings, specifications and as directed by the Engineer-in-Charge.

Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete and as directed by Engineer-in-charge.

Cement plastering at all levels for internal walls/ceiling with cement mortar 1:4/1:5 finished smooth (steel trowel finish) so as to obtain smooth surface for painting over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, making grooves,curing etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.

12mm thick for internal ceiling in CM 1:4

15mm thick for internal walls in CM 1:4

Waterproof cement plaster 20 mm thick in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.

Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete and as directed by Engineer-in-charge.

Providing, supplying, and installing roll-type insulation made of closed-cell chemically cross-linked polyethylene (XLPE) foam laminated with aluminum foil on one side, having a minimum density of 25 kg/m³ and a minimum thickness of 8 mm. The insulation shall be supplied in continuous rolls measuring between 1.00 to 1.20 meters in width and 20 to 24 meters in length. The material shall exhibit low thermal conductivity, high thermal resistance, excellent heat reflection, and low water absorption, and shall be suitable for operating temperatures ranging from –40 °C to +115 °C. Installation shall be carried out on internal walls and ceilings to ensure effective temperature control and noise absorption. The insulation shall be fixed over clean, dry, and level surfaces using approved adhesives or mechanical fasteners, strictly following the manufacturer’s recommendations and the directions of the Engineer-in-Charge. The scope of work shall include all required accessories, cutting, joint sealing, cleaning, and finishing, leaving the installation complete and ready for immediate use and as directed by Engineer-in-charge.

Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) of of Preferred make consisting of 1.5 mm galvanised pressed steel frame of size 105mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint above etc. . complete including Supplying and fixing Mortise Dead lock of Preferred make ( 7 lever) 2 way locking facility and key arrangement of both side, eye piece and safety chain,

providing & fixing aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, of Preferred make door closure and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 etc. complete. Note: Fittings & fixtures shall be as indicated in tender drawing and as directed by Engineer-in-charge. Note : Fittings & fixtures shall be indicated in tender drawing.

35mm thick ( Main Door)

Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of Preferred make consisting of followings :

1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specifications and as directed by Engineer-in-Charge. 2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles

& rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive & including all fittings, fixtures, etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing.

Providing and fixing in position anodized (min of grade AC5) aluminum louvered ventilators, using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4 m thick bajri glass strip louvers, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing bajri glass of 4.0 mm thickness etc. complete as directed by Engineer-in-charge.

Providing and fixing in position anodized (min of grade AC5)aluminum doors with extruded and integrated aluminum sections as per approved make confirming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm, including p/f 5.0mm thick clear sheet glass and/or opaque using 12mm thick laminated particle board..Anodized aluminum (min of grade AC-5) doors, fully glazed with 5 mm thick glass or opaque using 12mm thick laminated particle board and the vertical members are internally braced with 12mm dia MS long bolt, SS handle on both sides as approved, floor spring/door closer of Preferred make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc complete.

Providing cement based waterproofing treatment to Terraces (average thickness 110mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel, including the cost of providing & fixing the glass fibre cloth (45gsm) of approved quality in top layer of plaster and finally finishing the surface with trovel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep complete and as directed by Engineer-in-charge. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification).

Stages of treatment: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 100 mm 63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing, applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:3 (1 cement :3 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of 45 gsm of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

Note: 1. If due to location of rain water pipes/ drain pipes, the thickness of treatment exceeds 110mm/65mm to provide sufficient slope for easy flow of water, provision is to be made of extra brick bat coba item as per item no. 1 in this chapter. 2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years. 3. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion. 4.The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja.

Painting plastered surfaces with two/three coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-charge.

Two finishing coats over a coat of primer

Painting wood/steel work with two coats of FLAT OIL paint of approved shade and made over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-charge.

On steel surfaces

Painting New exterior walls with two coats of Waterproof cement paint of Preferred make & shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete.

Providing & fixing EUROPEAN WATER CLOSET suite comprising of :

A. White vitreous china pedestal type water closet (European type W.C. pan) in vitreous Chinaware with internal 'P' or 'S' trap conforming to IS: 2556 of Preferred make. B. PVC, low level flushing cistern 10 litres capacity of Preferred make , mounted brackets with double syphonic pattern and all internal fittings conforming to IS: 7231. C. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends. D. 15mm n.b. screw down heavy quality, fancy variety C.P. brass Two nos. stop cock of Preferred make. conforming to IS:8931. E. Solid plastic heavy quality seat with lid of Preferred make and colour with C.P brass pillar hinges, conforming to IS :2548 (Part I and II) F. Health faucet (Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of Preferred make. G. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of Preferred make.

Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :

A. Best Indian make wash basin in white glazed vitreous chinaware of Preferred make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above. B. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of Preferred make conforming to IS: 1795 C. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends. D. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of Preferred make. E. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain. F. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of approved make with extension piece and wall flange etc. complete of Dripless type.

Providing and fixing in position readily available mirror of size 600x450 mm made out of best quality indian glass of 5mm thick, manufactured by of Preferred make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. all completeas per drawings, specifications, and as directed by the Engineer-in-Charge.

.Providing and fixing C.P. brass Towel rods of Preferred make of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all completeas per drawings, specifications, and as directed by the Engineer-in-Charge.

Providing & fixing in position at all heights C.P. brass COAT HOOK of Preferred make at all heights including fixing the same in proper line & level with suitable C.P. Brass screws 25mm using rawl plug, making good the same complete as per specifications and as directed by Engineer-in-charge.

Providing & fixing best quality CP Brass SOAP DISH Holder of Preferred make at all heights including fixing the same in proper line & level with suitable C.P. Brass screws using rawl plug, making good the same complete as per specifications and as directed by Engineer-in-charge.

Providing and fixing C.P. brass Toilet pape roll Holder of Preferred make fixing on wall using C.P. brass screws, rawl plug etc all complete as directed by Engineer-in-charge.

Providing and fixing large flat back half stal Urinal of size 610mmx400mmx380mm of Preferred make supported on suitable wall brackets with 32mm n.b. heavy quality approved make C.P. brass bottle trap with extension piece and wall flange suitable heavy quality C.P. brass waste coupling including C.P. dome grating etc. complete as per specifications and as directed by Engineer-in-charge.

Providing & fixing in position of Preferred make C P brass urinal spreader with copper connector,two C P brass check nuts, rubber tapered washers including removing existing worn out spreader unit including testing for leakproofing etc complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing best quality approved colour and shade MARBLE PARTITION slab 12 to 14 mm thick and of size 1000mm x 650mm, polished on both sides, machine cut edges with rounded exposed corners including fixing in wall after cahsing with cement mortar or adhesive in proper level and line etc. all complete as per specifications and drawings and as directed by Engineer-in-charge.

Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of Preferred make on G.I. pipe line conforming to IS:781 as per drawing, specifications & as directed by Engineer-in-Charge

Providing and fixing heavy quality fancy variety C.P. brass screw down 15mm n.b. concealed type Stop cocks of Preferred make confirming to IS:8931 on G.I. pipe line complete as per drawing, specifications and as directed by the Engineer-in-Charge.

Providing & fixing in position at all levels heavy pattern screw down gun metal GATE VALVES of Preferred make conforming to IS : 778 with hand wheel at top, including testing for 10 Kg/Sqcm pressure with clean & potable water with a minimum testing duration of two hours etc. complete as per drawings, specifications & as directed by the Engineer-in-charge

Providing & fixing stainless steel look metallic shelf of length 550 mm,width 140 mm and height 70 mm of Preferred make including 6 mm thick clear glass, two tier 6 mm railing, four pillars in a good looking pattern with diameter varying from 6 mm to 16 mm and two brackets such that whole assembly weighs not less than 300 grammes including fixing in position using rawl plugs, gutties, hardwares etc complete all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing HDPE/CPVC Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top of Preferred make including necessary 1:2:4 cement concrete for embedding the trap etc. complete, conforming to IS : 3989 and as per specification and as directed by the Engineer-in-charge.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of class SDR 11 of Preferred make having thermal stability for hot and cold water supply, including all CPVC plain & Brass threaded, S.S.Hax nipple of suitable length for Gyser inlet/outlet connection, flanze, extension nipple if required etc. i/c fixing the pipe with clamp at 1.00 m spacing. This including jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing the joints complete as per drawing, specifications and as directed by the Engineer-in-Charge.Concealed work, including cutting chases and making good the walls etc. Note.-The measurement shall be taken along the centre line of pipes including fittings, specials.

Providing, laying, jointing, fixing and testing PVC rigid pipes of class B of Preferred make ensuring thermal stability for hot or cold water,waste water, sewage, acids etc including all PVC plain & fittings including jointing with durable solvent including testing the pipes at a pressure of 6 kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in-Charge.

Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of Preferred make pipes conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge.

110mm dia PVC pipes

Construction of Inspection Chambers of internal clear dimension 900mm x 600mm in 200mm thick brick masonry in C.M 1:6 over a bed of 150mm thick 1:4:8 cement concrete foundation, plastering with C.M. 1:4, 20mm thick on inside, outside and all exposed surfaces, finished with a floating Coat of neat cement, 1:2:4 cement concrete for benching and channel finished with neat cement, brick carbelling at top to provide clear opening of 900mmx 450mm, providing and fixing C.I. steps weighing not less than 3.50 kgs/each at 300mm centre to centre etc. complete for depth of chamber not exceeding 900mm as per specification and as directed by Engineer-in-charge.

Providing & fixing in position best quality salt glazed stone ware/Heavy duty HDPE/PVC gully trap with 150 x 150mm square inlet and 100mm n.b.outlet conforming to IS 651 including embedding the trap in 1:4:8 cement concrete 150x150mm C.I. grading at top construction of brick masonry chamber 300x300mm (internal) in 200mm thick brick masonry, cement mortar 1:6 plastering with cement mortar 1:4, 20mm thick on inside, outside and exposed faces finished with floating coat of neat cement, providing and fixing C.I. frame and hinged cover weighing not less than 7 kg. Painting the grating frame cover with 2 coats of approved bitumastic paint etc., complete as per specifications, drawing and as directed by the Engineer-in-Charge.

Supplying,transporting to work site scaterred at various locations of RRCAT premises and placing in proper position locally available ready made Medium duty Pre-Cast R C C covers with frame generally as per IS 12592 of following specified clear size including minor cutting,dressing,alighning to fit properly levelled in existing man holes or Inspection Chambers or Gully trap Chambers including rigidly embedding the frame in 100 mm thick cement concrete 1:2:4 complete including cost of all materials, reinforcing wires, labourers, taxes, cess, transport , curing,wastages etc. complete all as per specifications and as directed by the Engineer-in-charge.

Rectangular shape 900 mm x 600 mm internal dimensions.

Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of Preferred make of the following capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindle of Preferred make etc. complete and as directed by Engineer-in-charge.

1000 litres capacity HDPE water storage tank

Providing pre-construction anti-termite treatment (with of Preferred make 1% concentration) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :-

a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation. b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with of Preferred make (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation. c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with of Preferred make@ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways.

Providing, transporting, lowering and laying in position at site at required depth on prepared foundation concrete beds ready made PVC Septic Tanks of following Capacities made of Sintex/Astral or other approved make with in built standard manhole cover, provision for 150mm dia. inlet & outlet, 80mmdia. vent within the tank, construction of brick masonry chamber up to ground level from septic tank of internal clear size 600x600mm in brick masonry with cement mortar 1:6 raised up to ground level, plastering of the Chamber with cement mortar1:4, 20mm thick on inside, outside and all exposed surfaces, finished smooth with neat cement punning including providing & fixing C.I. steps weighing not less than 3.5Kg/each at 300mm c/c of the chamber, depth not exceeding 1000mm etc. complete, including the cost of 1 nos. of 80mm dia. PVC vent pipe about 3.0m long embedded in PCC 1:2:4 bed of 450mmx450mmx300mm and projecting 2m above ground level and terminating with PVC cowl at top and providing and fixing 150mm dia. PVC tee etc. complete.

PVC Septic tank of PWTS-AM-0200-01 of 2000 liters capacity

Providing and laying in trenches socket and spigot centrifugally cast (SPUN) DUCTILE IRON PRESSURE PIPES FOR WATER SUPPLY CLASS K-9, PN 10, conforming to IS: 8329, externally bituminous painted over zinc coating and internally cement lined, including lowering and keeping them in position to correct alignment and levelling, including cutting to waste of pipes wherever necessary, testing the pipes after making necessary joints (joints measured and paid for separately) to 10kg/cm² pressure with minimum duration of testing for two hours with clean and potable water etc. complete and as directed by Engineer-in-charge.

Note: The measurement shall be taken along the centre line of pipes in between the fittings or specials.

Providing, fixing and laying Ductile Iron fittngs and specials of class K12 suitable for push on jointing externally and internally coated and testing the same as per IS 9523 etc complete as per specifications and as directed by engineer-in charge.

Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preferred make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.

Providing and fixing best Indian make C.I. Gate Valve with flanged ends of preferred make conforming to IS:780, along with a pair of C.I. Tail pieces conforming to IS:1538, making necessary flanged joints, providing all jointing materials, testing the valves and joints for 10 kg/cm2 pressure with clean and potabale water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.

Construction of brick masonry CHAMBERS FOR C.I./G.M. VALVEs of size 600mm x 600mm (internal ) upto 1200mm depth comprising of 200mm thick brick masonry (using IInd class bricks) in cement mortar 1:6 over 100mm thick cement concrete of 1:3:6, plastering with cement mortar 20mm thick on inside, outside and all exposed surfaces, finished with a floting coat of neat cement, including providing & fixing of 600x600mm size CI frame & cover weighing not less than 50kg/each, necesary formwork for plain concrete work etc. complete and as directed by Engineer-in-charge.

Constructing brick masonry CHAMBERS FOR C.I./G.M. VALVEs of size 900mm x 900mm (internal ) upto 1200mm depth comprising of 200mm thick brick masonry (using IInd class bricks) in cement mortar 1:6 over 100mm thick cement concrete of 1:3:6, plastering with cement mortar 20mm thick on inside, outside and all exposed surfaces, finished with a floting coat of neat cement, including 100mm thick 1:2:4 RCC slab (with suitable reinforcement not exceeding 110 kg/m3 of concrete) at top with 150mm dia hole at the centre of RCC slab suitable for key rod operation, necesary formwork for plain & reinforced concrete work etc. complete and as directed by Engineer-in-charge.

Providing, laying, jointing, fixing, testing and painting as per colour code of BARC heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preferred make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floor, chasing in walls, roof slabs and making good the same to the original conditions, testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete and as directed by Engineer-in-charge.

Note: The measurement shall be taken along centre line of pipes and fittings or specials, excluding flanges.

Proof rolling with 8/10 ton power roller over sub-base of the road to achieve proper consolidation including watering etc and as directed by Engineer-in-charge.

Providing & laying lean bitumen macadam for levelling course/camber correction with 4% binder using 60/70 Grade Bitumen by weight of total mix of aggregate consisting of 20mm and down grade including heating of binder and aggregate, handling of materials, mixing, transporting, spreading, finishing with paver to required levels, grade & camber, rolling with power roller etc. complete as per specification and including spreading the stone dust/lime on the finished surfaces and as directed by Engineer-in-charge.

Uprooting of weeds, unwanted vegetations, bushes, ground covers etc. from pre-located area by using khurpi, pick axe, collecting/stacking the uprooted stubbles for disposal/burning upto 50m so as to give a neat and clean appearance etc. complete and as directed by Engineer-in-charge.

Providing & applying tack coat using bitumen emulsion (Rapid setting) conforming to IS:8887, spraying the emulsion with mechanically operated spray unit, cleaning & preparing the existing road surface as per specifications and as directed by Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, etc. all complete as per specifications and as directed by Engineer-in-Charge.

Cutting water bound macadam road/removing soling including stacking the serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete and as directed by Engineer-in-charge.

Cutting Bituminous road surfaces including disposal of unserviceable materials within 50 metres lead etc. complete and as directed by Engineer-in-charge.

AJIT JAIN CIVIL CONTRACTOR ALUMINIUM AND FABRICATION (BID ID -3291802)