item no. 24 – besco cubicle partition providing & fixing besco titan

Item no. 24 – Besco Cubicle partition

Providing & fixing besco titan series toilet cubical system comprising of following :

Intermediate pillaster& door made from Marino compact laminate as per IS 2046.

Intermediate panle is one continuos panel without any joints. All intermediate panels will

be 12 mm, pilaster & door shall be 18 mm thick surface with edge core. All pilaster are

supported by besco titan series stainless steel bottom cladding. The base of the

stainless steel bottom cladding will be anchored to the floor with a clearance height of

100 mm. Fixing of interemediate panels to the wall shall be stainless steel `L' bracket or

stainless U channel section are fixed into wall with s. S. screw inserts. All compartment

will be equipped with the following accessories. S. S. thumbturn C/W indicator, S. S.

coat hook C/W rubber stopper & Gravity hinges. S. S. latch indicator, S. S. privacy

thumbturn etc. All s. S. shall be grade 304 satin finish. Complete as per manufacturer

specifications. Contractor shall provide 5 years maintenance free guarantee against

any moisure related damaged to all panel door & pilasters.

Adjustable legs with bottom cap, door lock with, gravity hinges with cover - combination

of mild steel and Nylon PA6.

Top rail hanging bracket - Aluminium ADC 12

Coat hanger - nylon PA6

Rubber ribbon - synthetic rubber

Fasteners - S. S. and M. S.

Section - aluminium with power coating

Complete as per drawing & design

Supply and fixing of additional fastenings, fixtures and the items of work not mentioned

specifically but which are necessary for satisfactory completion of the work are deemed

to be included in the rates quoted by the contractor. Nothing extra shall be paid on this

account.

Contractor shall provide 5 years warranty against any moisture related damages to all

intermediate panels, doors & pilasters and materials.

The rate shall be for unit of one Sqmt. Basis.

Item No. 29 – Door Closer

Providing and fixing aluminium extruded section body tubular type universal

hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the

body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm),

with double speed adjustment with necessary accessories and screws etc.

complete.

1.0 Material

The door closer shall be of Dorma or Solo make with necessary fixtures &

fittings. The pivot shall be fitted to the upper side of door.

2.0 Workmanship

The door closer shall be fitted as per direction of engineer-in charge with all

necessary fixtures & fittings, if required with good manner that the function of

door closer shall be obtained without any obstacles, and shall be work easily. It

shall be provided where double shutter Door is to be fitted.

3.0 Mode of measurement :

The rate shall be for unit of one number.

Item no. 30 – S. S. Railing

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/e fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered including fixing accessories such as nuts, bolts, fasteners etc.).

Materials & workmanship The stainless steel work shall be got executed through specialized fabricator as per the list of the approved agencies having experience of similar works. The Contractor shall submit the credentials of the fabricator for the approval of the Engineer-in- Charge. The Contractor shall submit shop drawings, for approval of the Engineer-in-Charge, for fabricating stainless steel railing with detailing of M.S. stiffener frame work backing along with the fixing details of the M.S. frame work to the R.C.C columns. The details of the joints in the stainless steel railing including location, etc. shall also be shown in the shop drawings. The Contractor shall procure and submit to the Engineer-in-Charge, samples of various materials for the railing work, for approval. After approval of samples, the Contractor shall prepare a mock up for approval of Engineer-in-Charge / Consultant. The material shall be procured and the mass work taken up only after the approval of the mock up by the Engineer-in-Charge / Consultant. The mock-up shall be dismantled and removed by the contractor as per the directions of the Engineer-in- Charge. Nothing extra shall be payable on this account. All Pipes to be Stainless as per SS 304 Grade with tube thickness of 1.6 mm having tolerance level as perrelavant latest IS / ASTM. The required joints in the railing provided as per the architectural drawings, shall be fixed with total Ln k system in a workmanlike manner including grinding, polishing, buffing etc. all complete and compacted. The temporary clamps provided and fixed to hold the stainless steel railing, in position shall be removed after the concrete has set properly. The junction of the flooring and the cladding shall be neatly filled with weather silicone sealant of approved colour and shade. Nothing extra shall be payable on this account. All components in railing including baluster, pipes, caps etc. to be in Girt Satin finish Balusters a. The balusters to have a standard height of 856 mm b. All components used in the baluster to be manufactured using SS 304 grade material turned and finished on CNC and other automatic Machines. c. The base plate of the Baluster to be solid Stainless Steel of size 103 mm dia and 6 mm in thickness. d. All connectors to be fixed to the Baluster using Allen Bolts. The baluster to have Zero welding except on the bottom plate. e. Balusters to be fixed using Stainless Steel M8 Fasteners with SS 304 grade Stainless Steel Caps f. The Baluster neck to be modular and can be tilted as per the handrail. The neck plate to be 2 mm thick in Stainless Steel 304. g. Handrails to be connected to the neck plate using Stainless Steel CSK M5*10 mm Screw only Balusters to be installed with a Centre to Centre distance of 1 mt. However this distance can vary as per site conditions Mode of measurement & Payment Measurement shall be taken on standard weight of stainless steel pipes on kgs basis with fitting &fastener with all labour, materials and fittings.

Item No. 33

Providing and fixing 30 mm thick shot blasted paver tiles of super / Vyara / Duracte

brand of approved colour using M400 to be used in C. M 1 : 4 including joint filled white

cement mixed with pigment to match the sahde of tiles approved by the architect and

engineerin charge

Providing and laying interlocking concrete paying blocks, unpigmented concrete grade

M – 40, laid on C. M. 1 : 4 bedding including watering and leveling the bedding cutting

edges of blocks to fit, brushing and into joints filled and compacting with vibrator, colour

specified architects

The interlocking pavers shall be factory made using Portland cement sand and

aggregate of 4.75 mm and down.

The pavers blocks are required to be manufactured in weigh batching plant using

hydraulic compaction method with automatic machines. The minimum plant capacity

shall be 2000 sq.ft of pavers per day.

Characteristic of pavers :

1. The concrete pavers should have perpendicularities after release from the mould

and the same should be retained until laying.

2. The surface should be anti skid and anti flare type.

3. The pavers should have uniform special champers to facilitate easy drainage of

surface run off.

4. The pavers should have uniform interlocking space of 2 to 3 ensure compacted

sand filling after vibration of the paver surface.

5. The pavers should have the following Engineering properties when tested as per

IS 2185.

Crushing strength - 100 kg.per sq.cm.

% of water absorption - 3% max.

Abrasion resistance - As per relevant IS codes.

6. The ingredients of pavers shall meet the specifications of relevant IS code.

Mode of measurement

The rate shall be for a unit of one square meter.

Item No. 37 – V. C. shield tiles

'Providing & fixing somany V.C shield tiles make ( special rustic series ) of anti - skid

tiles flooring in a bed of tile adhesive of bal / samrock and joint to be filled with special

tile grout as per manufacturers specification complete as per instruction of engineer /

architect.

Material

i) Water shall confirm to M -1 of specification booklet of Tender.

ii) Bal / Samrock make tiles adhesive shall be confirm to as per manufacturer

specification.

iii) Veil Craft ceramic tiles as per IS 15622 2006 Table 11.0.08 <E < 3 groups B1 b

shall be of shade approved by Architect / Engineer – in - charge. The tiles shall

be hard, in regular in shape & uniformly coloured. It shall be without any soft

veins & cracks of flow. The size of the tiles shall be 605 x 605 mm x 496 mm x

496 mm & thickness 10 mm.

Workmanship :

Each tiles be cut to the required size & shape as shown if required.

In the working drawing supplied by Architect / Engineer in charge. All angles &

edges of tiles shall be true square& free from chipping and giving a plain surface.

The shade & quality of V. C. shield tiles shall be got approved by Architect /

Engineer in charge.

Bedding for the tiles shall be cement mortar 1 : 4 ( 1 Cement : 4 sand) of grey

cement & thickness as required. The sub grade shall be cleaned wetted &

mopped. Mortar of the specified mix & thickness shall be than spread on the

area. Sufficient to receive tiles. The tiles shall be washed clean before laying.

It shall laid on top pressed tapped gently to bring it in with the adjoining tiles /

stone flooring. The top surface of mortar shall be corrected by adding fresh

mortar of hollow & depressions. The mortar shall then be allowed to harden bit

over this surface. Cement slurry consistently shall be applied. The joint shall be

made as thin as possible & filled with white cement slurry mixed with coloured

pigment.

Mode of Measurement :

The rate shall include the cost of all materials &labours involved in all operations

described above. The tiles shall be measured on sq.mt. basis. No wastage shall

be considered.

The rate shall be for a unit of one sq.mt.

Item No. 43 – Granite

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and pre-polished, machine cut for kitchen platforms, vanity counters, door / window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels .Granite of any colour and shade Area of slab over 0.50 sq.m

1.0 GRANITE STONE SLABS:

1.1 The colour and quality of GRANITE slabs shall be of the kind of GRANITE specified in Item/drawings/as directed by the Engineer-in-charge. The GRANITE from which the slabs are made, shall be of selected quality, hard, sound, dense and homogenous in texture, free from cracks, decay, weathering and flaws. Before starting the work, the contractor shall get the samples of GRANITE slabs approved by the Engineering-charge. All slabs which goes into work shall strictly conform to the samples, failing which the entire materials are likely to be rejected.

1.2 The slabs shall be machine polished and machine cut to the dimensions specified in

Items of schedules of quantities/drawings and as directed by the Engineer-in-charge.

2.0 DRESSING OF SLABS:

2.1 Every stone shall be cut to the required size and shape, fine dressed on all sidestothe full depth so that a straight edge laid along the side of the stone is full in contact with it. The top surface shall also be fine dressed to remove all waviness. The top surface of slabs shall be machine polished and exposed edges machine cut, or as specified in the item and as directed by the Engineer-in-charge. All visible angles and edges of the slabs shall be true, square or as required, and free from chippings and the surface shall be true and plane.

2.2 The thickness of the slabs shall be specified in the description of item. The minimum size of stone to be usedfor various items shall be as mentioned inthe schedule of quantities/drawings of this tender. Granite stones of approved smaller sizes other than mentioned in the schedule of quantities, if required for bands, borders, flooring etc. shall be provided and laid as directed by the Engineer-in-charge. 2.3 Any opening of required size and shape at any desired place in flooring, bands, borders etc. shall be made in such a way that granite bounded by number ofgranite stones/slabs. No broken or defaced stone shall be permitted in the work.

3.0 BEDDING/BACKING MORTAR:

3.1 The bedding/backing shall be of cement mortar/lime mortar of mix and thickness asspecified in the description of the item.

3.1.1 Mixing:The mixing of mortar shall be done in mechanical mixer or hand mixing as specified/as directed by the Engineer-in-

Charge.

3.1.1.1 Mixing in Mechanical Mixer : Cement and sand in the specified proportion shall be mixed dry thoroughly in a mixer. Water shall then be added gradually and wet mixing continued for at least one minute. Care shall be taken not to add more water than that which shall bring the mortar to the consistency of stiff paste.

3.1.1.2 Only the quantity of mortar, which can be used within 30 minutes of its mixing shall be repaired at a time.

3.1.1.3 Mixer shall be cleaned with water each time, before suspending the work.

3.1.2 Hand Mixing: If approved by Engineer-in-Charge, handmixing shall be allowed.

The measured quantity of sand shall belevelled on clean masonry platform and cementbags emptied on top. In hand mixing, the quantity of cement shall be increased by 5% over the approved constant, with no extra cost to the Department. The cement and sand shall be thoroughly mixed dry by being turned over and over, backwards and forwards, several times till the mixture gives a uniform colour. The quantity or dry mix which can be used within 30 minutes shall then be mixed on masonry throughwith just sufficient quantity of water to bring the mortar to the consistency of stiff paste.

3.1.3 General: Mortar shall be used as soon as possible after mixing and before it has begun to set, and in any case within 30 minutes after the water is added to the dry mixture. Mortarunused for more than 30 minutes shall be rejected and removed from the site of work immediately.

4.0 LAYING - FLOORING:

4.1 Before laying the cement mortar bedding/backing, the concrete/brick, floor/wallsurfaces shall be thoroughly hacked, cleaned of all mortar scales, concrete lumps etc., brushed, washed with water to remove mud, dirt etc. From the surface and shall be thoroughly wetted. Until and unless the surface is approved by the Engineer-in-Charge, the flooring shall not be started. A bedding of cement mortar

of 20 mm. average thickness with the minimum thickness at any place under the slab not less than 13mm. shall be laid evenly and to the required slopes as directed / specified. The granite slabs shall be thoroughly washed and cleaned and then be laid on the bedding/ backing with cement floating at the rate of 4.39 kg. /sq. All slabs shall be truly and evenly set in a thick cement slurry or paste like consistency applied to the sides and bottom and over the prepared base. The slabs shall then be tamped down with a wooden mallet until they are exactly in true plane and line with adjacent slabs. All slabs shall be extended upto the unplastered surface of masonry walls/RCC columns/RCC walls. The slabs shall be close jointed in matching

cement slurry and the cement slurry coming out through the thin joints shall be immediately wiped clean. The grains of granite stone shall be matched as shown in drawing or as directed by the Engineer-in-Charge. All slabs shall be so laid as to have continuous lines from various rooms to the corridors. No change of lines shall be permitted at junction between rooms and corridor, if the same flooring is specified in both the places.

5.0 GRANITE SILLS, TREADS ETC.:

5.1 granite stone for sills shall be of approved quality. Dressing of stone slab, mortarmix.For bedding/backing, laying etc. shall be similar to as described above as far as applicable. Graniteslabs of specified thickness and width shall only be provided. The length of the each slab required for the sill shall be of the pattern which shall coincide with the lines of the mullions of windows where it is laid or as directed by the Engineer-in-Charge. Normally it shall not be less than 1.0 m. length.

6.0 GRANITE STONE DADO &CLADDING:

6.1 Only machine cut and machine polished granite stone will be used. Brass cramps andbrass pins of approved quality, size and make shall be provided. Thebrass pins shall be provided at the meeting of two granite slabs both ways horizontally and vertically. The brass cramps shall be provided at the places approved by the Engineer-in-Charge. GRANITE to be used shall be of approved size, colour, and type of veins and laidas specified in schedule of quantities or to the pattern shown in drawings or as directed by the Engineer-in-Charge. Laying of granite stone shall be similar as stated above as far as applicable.

7.0 POLISHING AND FINISHING:

7.1 The polishing and finishing shall be carried out in the similar manner as specifiedunder the chapter “TERRAZZO/CEMENT TILES FLOORING, SKIRTING/DADO ETC.” as far as it is applicable.

8.0 MEASUREMENT:

8.1 granite stone flooring, sills, treads, risers, dado cladding etc. shall bemeasured in square metre correct to two places of decimal. The length and breadth shall be measured between the finished faces correct to two places of decimal of metre. No deduction shall be made nor extra paid for any opening of area upto0.05 sq.m. Nothing extra shall be paid for working at different levels.

NOTE : Wastage in granite slab cutting to get the required dimensions, as specified in drawing or as directed by the Engineer-in-Charge shall be deemed to be considered by the contractor while quoting the rate for work. The work shall be measured as above and no extra claim will be entertained on this account.

9.0 RATE:

The rate shall include the cost of all materials, transport tools, plants, scaffolding and labour involved in all operations described above. Item no. 51 : APEX PAINT Providing &apllying Apex/Excel make antifungus exterior wall paint 3 coats as per manufacture specification of required shade to give an even shade after thoroughly brushing the surface, free from mortar dropping & other foreign matter & also including preparing the surface even & smooth upto satisfaction of Architect/Engineer-In_ Charge 1.0 Material 1.1 The water shall conform to M – 1Apex paint shall conform to I. S. 2.0 Workmanship 2.1 Scaffolding : The relevant specifications of item no. 18.11 shall be followed. 2.2 Preparation of surface :

2.2.1 The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matter before Apex paint is to be applied.

2.2.2 Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed with wire brushes.

2.2.3 All round portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They shall then be given one coat of white wash.

2.2.4 All necessary nails shall be removed, he holes, cracks, patches etc. shall be made good with materials similar in composition to the surface to be prepared.

2.3 Scaffolding Wherever scaffolding is necessary, it shall be erected in such a way that as possible no part of scaffolding shall rest against the surface to be white or colour washed. A properly secured strong and well tied suspended platform (Zoola) may be used for white washing. Where ladders are used pieces of old gunny bags shall be tied at top and to bottom to prevent scratches to the floors and wall. For white washing of ceilings, proper stage scaffolding shall be erected where necessary.

2.4 Application of paint : 2.4.1 No painting shall be done when the paint is likely to be exposed to a

temperature below 7° C within 48 hours after application. 2.4.2 When weather conditions are such as to cause be carried out “In the

shadow” as far as possible. This helps the proper hardening of the paint film by keeping the surface most for a longer period. To maintain the uniform mixture and to prevent segregation, the paint shall be stirred frequently in the bucket.

2.4.3 For undecorated surfaces, the surface shall be treated with minimum two coats of APEX paint. Not less than 24 hours shall be allowed between two coats. Next coat shall not be started until the proceeding coat has become sufficiently hard to resist marking by the brush being used. In hot

dry weather, the proceeding coat shall be slightly moistened before applying the subsequent coat.

2.4.4 The finished surface shall be even and uniform in shade without patches, brush mask, paint drops etc.

2.4.5 The Apex paint shall be applied with a brush with relatively short stiff hog or fiber bristles. The paint shall be brushed in uniform thickness and shall be free from excessively heavy brush marks. The lamps shall be well brushed out.

2.4.6 APEX paint shall be applied on surface already treated with white wash, colour wash, distemper dry or oil bound varnishes, paint etc.

3.0 Mode of measurements & payment 3.1 All the work shall be measured in the decimal system as under : a. Dismensions shall be measured to the nearest 0.01 M. b. Area in individual items shall be worked out to the nearest 0.01 sq.m. All the works shall be measured in sq.mt. Deductions for jambs, soffits, sills etc.

for openings not exceeding 0.5 sq.mt each in area, for ends of joists, posts, beams, girders, steps etc. not exceeding 0.5 sq.mt each in area and for opening exceeding 0.5 sq.mt. not exceeding 3.0 sq.mt. each in are, deductions and additions shall be made as under :

3.2 No deductions shall be made for ends of joints, beams, posts etc. and openings not exceeding 0.5 sq.mt each. No addition shall be made for reveals, jambs, soffits, sills etc. of these opening nor for finish around ends, joints, beams posts etc.

3.3 Deductions for opening exceeding 0.5 sq.mt but not exceeding 3 sq.mt. each shall be made as follows and no addition shall be made for reveals, jambs, soffits etc. of these openings. a. When both the faces of walls are provided with finish, deduction shall be

made fro one face only. b. When each face of wall is provided with a different finish, deductions shall

be made for that side of frame for door, windows etc. on which width of reveals is less than that of the other side. Where width of reveals on both faces of wall are equal, deduction of 50% of area of opening on each face shall be made from total area of finish.

c. When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more than on the untreated side neither deductions for additions to be made for reveals, jambs, soffits, sills etc.

3.4 In case of area of openings exceeding 3 sq.mt. each, deductions shall be made for opening but jambs, soffits, sills shall be measured.

3.5 No deductions shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

3.6 Corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased by the following percentage and the resultant shall be included with the general areas : a. Corrugated steel sheets 14 %

b. Corrugated A. C. sheets (with rolls) 10 % c. Semi corrugated A. C. sheets 10 % d. Nainital pattern roof (plain sheeting W.) 20 % e. Nainital pattern roof (with corrugated sheet) 25 %

3.7 Cornices and other wall features, when they are not picked out in a different finish / colour shall be girthed and included in the general area.

3.8 The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the operations described above.

3.9 The rate shall be for a unit of one Sq.meter.

Item No. 47 – Crystaline water proofing

Providing and installing INTEGRAL CRYSTALINE waterproofing treatment to base,

walls etc. to be carried out as per the manufacturer's specifications and as detailed in

technical specification, complete. Work shall be carried out as per the approved

method of waterproofing by Penetron,USA -having speed of penetration of 31 cms in

56 days and resistance to 16 bar hydrostratic water head side. Using Penetron system

etc. comp.

♣ MATHODOLOGY :

We suggest that the entire Horizontal Surface of the Raft & vertical walls be treated with

Penetron Slurry.

The proposed treatment shall be carried out as per the procedure stated below:

- Surface Preparation: The entire area of the Top layer of the raft - wall shall be

cleaned with high pressure water jet. During this process the loose particles of

dust, dirt, loose concrete etc., shall be removed.

- Treat the cracks(if any), construction joints, and the corners between vertical and

horizontal surface with bond coat of Penetron, filing up with Penecrete Mortar

and a finishing coat of Penetron.

♣ MATERIAL SPECIFICATION

a. Penetron

Aggregate State : Powder

Colour : Cement Grey

Bulk Density : 1.25 Kg / L

Pot Life : 30 Minutes

Setting time : 2 hrs

Shelf life : 12 months

Speed of penetration : 31 cm. in 56 Days

Hydrostatic Water Head withstanding capability: 16 bar (equivalent to 156.78 M of

water Column)

Potable Water Compatibility: Product must be non toxic and suitable for use in potable

water facilities – NSF Listed as per ANSI 61 listing

c. Penecrete Mortar


Color : Cement Grey


Pot Life : 30 Minutes

Setting time : 2 hrs




water Column)



Wherever required, the active leaks shall be sealed with Pene plug. The same

shall be used as per the manufacturer’s recommendations.

Pene plug


Colour : Grey


Pot Life : 30 seconds




water Column)



Mode of Measurement : Payment shall be made on Sqmt. basis.

Item No. 114 : Tensile structure

Providing & fixing tensile fabric with structure with top cover of fabric with ferrari 502 /

Mehler Tivoli grade fabric make architectural fabrics with excellent UV, Fire Retardancy,

Tear Resistant properties (Model : Airone Max - coupled) between the two wings of the

buildings. Rate also included for round / square M. S. pipes & cables as per design of

ferrari / mehler vendors.

MATERIAL: All materials shall be structurally sound and appropriate for safe use. Product durability shall be ensured by the use of corrosion-resistant metals such as stainless steel, and coatings such as zinc-plating, galvanizing, and powder-coating on steel parts, subject to the Project-Specific requirements below. Fabrics used shall include UV-stabilizers and fire retardants for longevity and safety. All materials shall be approved, of the types specified, the best obtainable quality, free from all defects and shall comply with requirement of the standard specification for the particular materials (and/or relevant current Indian standards) together with fixing, sealants and accessories shall be substances and temper be suited to the function and particular conditions for which they are used. Any caulking shall be of the type recommended by the supplier for the particular conditions and be supplied strictly in accordance with the manufacturerswritteninstructions. WELDMENTS: All tubing members are factory-welded by Certified Welders to American Welding Society (AWS) specifications and to the highest standards of quality workmanship. Weldments are finished with a zinc- be Ferrari make & as per manufacturer recommendation... Fabric is attached to posts using the Fastening Systems below in conjunction with vinyl covered minimum ¼” diameter stainless steel cables. Cable fasteners are zinc-plated copper for maximum corrosion resistance. Fabric shall be knitted of monofilament and tape construction high density polyethylene with Ultra Violet (U.V.) stabilizers and flame retardant. UV-Block Factor varies by standard color offered from 91% to 99%. Fabric is treated with fire retardants, and passes the requirements established under the NFPA 701 Test Method 2 test standards for flammability, including the accelerated water leaching protocol. Written evidence of compliance with this standard, including the accelerated water leaching protocol, must be furnished with bid proposal rich galvanized coating. No field welding is required in the assembly of Shade Systems products. POLYESTER POWDER-COATING PROCESS: Where applicable, all powder-coated parts are completely cleaned and a hot zinc phosphate pretreatment with non-chromic sealer is applied. Powder-coating is then electrostatically applied and oven-cured at 375 to 425 degrees Fahrenheit. Polyester powders shall meet or exceed ASTM standards for Adhesion, Hardness, Impact, Flexibility, over bake Resistance, and Salt Spray Resistance. Warranty. Contractor shall provide LIMITED 20 YEAR WARRANTY on all upright posts and support structure frames against failure due to rust-through corrosion. This warranty excludes any cosmetic issues. Contractor shall provide LIMITED 10 YEAR WARRANTY on all stitching thread against degradation, cracking or material breakdown resulting from ultra-violet exposure, mold, or mildew, as well as on Turn-N-Slide™ fastening device and cables. This warranty excludes failure of fabric or threads due to chemical erosion. Shop Drawing Shop drawings mean complete drawings, showing all details of fabrication, assembly, installation, fixing method of specific items of components include all necessary explanatory note and specifications. The contractor warrants that he will produce all detailed shop drawings for checking and/or approval by the project consultant(S) at such times required by the contract program. In no case shall be contractor proceed with fabrication and production of any components until the said drawings are checked and /or approved by the project consultants / Engineering -charge.

Installation– Submit to the project consultant for approvals a seam layout indicating the proposed location and width of all seems to be included in the complete membrane. Wrinkles There shall be no wrinkles in the completed membrane which in the project consultant’s opinion are visually objectionable whether viewed internally or externally. Some tolerance on uniformity of the tensioned membrane against wrinkling shall be accepted. The following limits on the degree of wrinkling shall be used as a guide. Fabrication (Membrane) Patterning & cutting of the membrane to be done on the CNC plotter & cutting machine. The membranes to be fabricated under factory shop conditions. The contractor shall carefully plan his assembly, to ensure that the seams are always shingle laid and the at a cut edge does not face uphill All welded seams, reinforcements, assemblies, ropes reinforced edges and all other details are to be executed in accordance with the accompanying drawings. Any hole or punching indicated in the drawing shall be performed by the contractor. At positions where bolt or other penetration of the membrane is shown or required, holes shall be punched using a sharp 1mm oversized punch. Holes shall be neat and have uniform edges Rope edges (boltropes) shall be formed using hard PVC or polyester rope of minimum dia. 12mm. The structure shall be fabricated using field spices only where shown and approved by the project consultants. Where spices are not specified and the contractor proposes the use of the same. Describe in full in the tender offer including details of location and design. All add-on detail to the membrane is to use the same seaming procedures as for structural seams. The contractor shall exercise great care in marking, cutting, aligning, Mode of measurement & payment Measurement shall be taken on sqmt basis of the plan area including all wastage, materials.

Item no. 69

Providing & fixing doppler automatic water tape for wash basin of AOS system or equi. Make as per company specification as directed / EIC / Architect. Hindustan sanitarywareRIVA model shall be used &bottel trap, waste couplin, angular

cock shall be used with plumbing fittings of century/crabtree/ or jaquar make shall be

used.

AO system/Hind ware/ Cera make auto flush system for urinal complete with

concealed mode completed items of work.Rate also included for Five years

maintenance free guarantee after defects liabilities period.

Materials

Automatic Water Tap System with Sensing Effect Is Motion Effect Sensor

Power Source Battery (Dc)/ Alternative Current 220 V (A/C)

Tap Body Material Is Brass Coated With Chrome Or Color Choice

Colors Available Ivory, Black, Burgery, Silver, Chrome

Automatic Adjustment Upto 90% Of Washbasin Depth

Battery Life 5 Yrs.

Battery 4x1.5v Alkaline Disposable

Mode of measurement and payment The rate shall be for a unit of one Nos. including fitting . Item no. 70

Providing & fixing AOS system or equi, make Robo auto flush system for urinal

conmplete concealed model etc. complete.

AO system/Hind ware/ Cera make auto flush system for urinal complete with

concealed mode completed items of work.Rate also included for Five years

maintenance free guarantee after defects liabilities period.

Urinal Sensor Is Compact All Components In One Housing.

Sensing Technique :- Infra Red Diffuse Scan Mode

Battery :- 4x1.5 V Alkaline Disposable

Dimentions:- 137mmx137mmx137mm Square Concealed Model

Range Upto 1 MetreDeffuise Scan Mode

Visible Front Plate Stainless Steel Without Any Screws Visible.

Battery Life 5 Yrs.

Battery 4x1.5v Alkaline Disposable

Mode of measurement and payment The rate shall be for a unit of one Nos. including fitting .

Item no. 75

Providing and fixing EWC white glazed vitreous china integrated `P' or `S' with or without vent) with concealed pipes M. S. CHAIR brackets, (JAGUAR CNS/WHT/WS01 EWC) model with Same make pvc sheet & cover with Jaguar Metropole flush valves dual flow ( 2 ltr& 4 ltr) including all required labour& materials etc. complete as directed

3.2.01 GENERAL:

The item pertains for providing white or colour glazed vitreous chinaware European or Anglo Indian water closet with seat and cover of size and colour as specified in the schedule including fixing.

02 MATERIAL:

European type water closet shall be wash down pattern unless otherwise specified. Water closet shall be vitreous china conforming to IS 2556 (Part-I & II). The closet shall be of one piece construction and shall have minimum two hole of 6.5 mm diameter for fixing closet to floor. Closet shall have an integral flushing rims of self-draining type. Each water closet shall have an integral trap with either `S` or `P` outlet with and trap shall be uniform and smooth in order to enable an efficient flush. Plastic seat and cover shall be of black colour or as specified, they shall have conformity to IS2548 Part I & II.

3.2.03 FIXING:

The water closet pan shall be placed in position as shown in the drawing. If the pan trap is damaged during handling or fixing, it shall be replaced by the contractor at his own cost. The pan, soil pipe shall be jointed in 1:1 Cement Mortar with hemp yarn caulked. The gap between W.C. and floor shall be finished with white/matching cement and sand as directed. Seat and cover shall be fixed to the Pan by two corrosion resistance hinge with 65 mm shank and threaded to within 25 mm from of flange. Seat shall be fixed in level by providing the washers of rubber with nonferrous or stainless steel washer to bolt.

3.2.04 THE RATE INCLUDES FOR:

1. European type water closet with an integral `P` or `S` trap, plastic seat cover,etc. Jointing in 1:1 cement mortar with hemp yarn caulked.

2. Cutting hole in wall / slab / beam etc. wherever required. And making all damagesgood to original condition after completion of work

3. Testing the entire system and rectification of defect if any.

4. All necessary labour, material and use of tools.

1.2.05 MODE OF MEASUREMENT:

The measurement shall be for each unit of W.C. fixed.

1.2.06 MODE OF PAYMENT :

The contract rate shall be for each unit of W.C. fixed.

Item No. 86:

Providing& fixing Aadit or equivalentmake S. S. perforateddust bin size 8" x 12" etc. complete as directed by EIC/ Architect

30.1 Scope of work

The item includesproviding and placing of dustbin of approvedmakecomplete as per the satisfaction of EIC

56A.2 Mode of measurement and payment

The rate shallbe for a unit of one number.

Item No. 89

Providing and fixing Jaquar AQN-7721 Towel Ring Round C. P. Napkin ring of make "Jaquar" and type approved by the Architect.

Scope of Work

The item consists of providing and fixing of the Cp nakin ring of approvemake

1.0 Material

Napkinshallbe of C. P. brass / anodised aluminium tube with c. P. brass aluminium brackets, best quality and of sizes as specified in the schedule.

2.0 Mode of measurement and Payment

The rate shallinclude fixing the napkin ring to wallwithnecessarychromiumplatedbrassscrewsincluding provision of rawlplugs and C. P. brassscrews for fixing the same.

The rate shallbe for a unit of one number.

Item no. 55 – Hydro pneumatic system

Providing & fixing hydro pneumatic system for toilets comprising of following. 3 pumps

hydro pneumatic system model - Aqua FS 22SV03 G030P-300, 2 working + 1 stand by

set consists of : Two fixed speed electric pumps with single phase motro, HM series. 3

K. W 4 H. P., 230 V single phase, stainless steel - 304 Two control pressure switches

connected to the delivery manifold. A mounting base for the electric pumps equipped

with vibration dampers and made of fabricated sheet metal with powder coating. Hot

dipped galvanized suction & delivery manifold ready for the connection of diaphragm

tank and equipped with a pressure guage. One non - returen valve for each electric

pump & one on the delivery side One on - off valve on suction & delivery side each.

Electric panel fro three phase / singel phase power supply, with casing made of steel,

fitting with main doorlock switch, startup contactors, single phasing protection for three

phase pumps and thermal magnetic motor protectors and programmable logic

controller. Isolating valve - 6 nos. Pressure gauge - 1 nos. Stand, the whole system will

be pre fabricated and mounted on the stand, ready to be installed on site. Panel with

mains & on off control for complete system on - off. Complete as per instruction of

Engineer in charge.

1. Electric panel for three phase / single phase power supply, with casing made of

steel, fitted with main door lock switch, startup contactors, single phasing

protection for three phase pumps and thermal magnetic motor protectors and

programmable logic controller.

2. Panel Features :

• Automatic / Manual / off selector switches the system (inside the panel)

• The degree of protection will be IP 54.

• Power on, pump running, dry run shut down, thermal overload protection

indicator lights.

• Cyclic or cascade change over functions (for every start stops)

• Delay timer for dry running protector cut – in.

• Operation extension times for each pump (for frequent starts & stops).

The booster system shall be supplied pre- set & tested at the factory.

Materials / Shaft seal

Impeller - Techno polymer.

Diffuser – Stainless steel AISI 304 (1.4301)

Pump shaft – Stainless steel AISI 316 (1.4401)

Pump body – Stainless steel AISI 304 (1.4301)

Shaft seal – V B E G G

Rotating assembly – V ceramic

Fixed assembly – B – carbon

Elastomers – E – EPDM

Springs – G – AISI 316

Other components – G – AISI 316

Motor Data

Rated power P2 – 0.75 KW

Nominal Speed – 2785 1 / min

Frequency – 50

Phase – 1

Rated voltage – 230 V

Rated current – 5.03 V

Degree of protection – IP 55

Insulation class – F

Permitted voltage tolerance +/- 10%

Item No. –100 - Sintex PVC Tank

Providing and laying and fixing in position “SINTEX” made PVC water storage tank are

one piece moulded cylindrical with top lid and fixing on brick masonry platform incl.

providing and fixing required dia. Inlet, over flow and washout connections incl. testing

etc. complete as directed by Engineer in charge.

1.0 Materials :

The materials PVC moulded “SINTEX” or equivalent make water storage tank

should be hard, tough and durable and as per manufactures specifications shall

be of approved quality inlet, outlet, overflow and washout connection of required

dia G. I. pipe shall be provided as directed.

2.0 Workmanship :

The readymade PVC water storage tank as above shall be fixed on any floor and

or on flat masonry platform to be constructed for the same.

Necessary inlet, outlet, overflow and washout connections of 40 mm dia or

required dia G. I. pipe shall be fixed in water tank. The tank shall be connected to

the main line for inlet and outlet lines.

3.0 Mode of measurement

The rate shall be for unit of one liter of total storage capacity of PVC moulded

water tank provided (as per specified size capacity) cost shall includes the cost of

necessary inlet fittings, fixtures for over flow, washout, inlet and outlet facilities. It

shall be also include cost of fixing charges and cost of necessary platform.

Item no. 97 – Soak Well

'Providing & construction soak well of 4.0 m dia& 6.00 m depth dimension including

Brick masonry solid and honey comb masonry in C. M. 1 : 6 ( 1 cement : 6 sand), RCC

1 : 2 : 4 ( 1cement : 2 sand 4 grade stone aggregate 20 mm nominal size of B. T.

kapchi) top slab thick with C. I. manhole cover 60 cm x 45 cm size (medium ) 75 mm C.

I. ventilating pipe 2 M. long with 75 mm dia. Cowel vent and including filling brick bats of

required size and depth including cost of reinformcement excavation refilling finished

top of slab with C. M. 1 : 3 ( 1 cement : 3 sand) curing, etc. complete as direct by E.I. C.

1.0 Materials

Deferment materials required for the above item slab confirm to as specified in

specifications of materials as detailed below in Vol. I.

Water – M – 1, page 3, cement M – 3 page 3 and M – 6 page 3, 4 cement mortar

M – 11 page 11, brick aggregate M – 14, page 12, stone aggregate M – 12 page

5, bricks M -15 page 4-6 mild steel M – 18, page 7 tor steel M – 19, page 7, C. I.

pipes M – 68 page 26,27 C. I. cover of 60 cm x 45 cm. Size and 75 mm dia C. I.

cowl vent shall be of approval quality.

2.0 Workmanship

Different items covered in the above job shall confirm to as specified in details

specifications as detailed below in Vol. I.

Excavation 4.0.0(A) para – 1-0, to 5.2 page 21,22 4.00`(A) para 1.0 to 1.1 page

25, 4.00(B) para 1.0 to 1.1 page 25-25.

Brick masonry solid and honey combed specification no. 6.13(B) page no. 44

Para no. 1.0 to 2.1

RCC 1 : 2 : 4 slab specification no. 5.00 (1) (a) (III) page no. 47, 48 para 1.0 to

1.1

Mild steel reinforcement specification no. 5.4.10 (a) page no. 36, 37 para 1.0 to

2.8

For steel reinforcement specification no. 5.4.11 (A) page no. 37, para 1.0 to 2.1

60 x 45 cm C. I. cover with frame specification no. 23.00.06 page no. 153 para

1.0 to 2.1

75 mm dia C. I. pipe specification no. 23.79 (B) page no. 145 para 1.0 to 2.7 75

mm dia C. I. cowl vent of approved quality as shall be fitted on top of ventilation

of pipe, it shall confirm to It. No. 3 page no. 319 of vol. II approved quality of brick

aggregate of 40 mm. Nominal size shall be filled upto the pit up to 1.50 mt. depth

/ height as directed by engineer in charge. 15 mm thick smooth cement plaster

shall confirm to sr. no. 17.58 (A) (II) para 1.00 to 1.1 page no. 105 and 17.69

para 1.0 to 1.4 page no. 106.

3.0 Mode of measurement & payment

The rate includes all labour, materials, tools and plants required for work,

centering shuttering etc. for satisfactory completion of this item as specified

above for complete.

The rate should be for a unit of one number.

Item no. - 96 - SEPTIC TANK

'Providing & constructing B. B. masonry in C. M. 1 : 6 ( 1 cement 6 coarse sand) and

cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregare of 20 mm

nominal size B. T. kapachi) SAPTIC tank of 3 M x 0.9 m x 1.5 M internal dimsion with

necessary compartment of grit chamber and septic tank with necessary inlet and out let

connection with cement plaster ( 15 mm thick) in C. M. 1 : 4 ( 1 cement : 4 sand) with

water proofing materials 1 : 5 : 10 ( 1 cement 5 sand : 10 brick bats aggregate 40 mm

nominal size) brick bats concrete bedding R. C. C. 1 : 2 : 4 top cover slab 12 cm. thick

with C. I. cover of 60 cm x 45 cm size (light duty) 75 mm dia C. I. ventilating pipe 2 mtr.

long with cowl vent, 40 mm thick I.P.S flooring 10 cm thick cement vata mild steel for

slab and finishing to exposed faces in C. M. 1 : 3 ( 1 cement : 3 sand) curing etc.

complete as directed by E.I.C. sIZE : 6.80 X 2.40 X 1.1 METRE CLEAR DEPTH.

1.0 Materials :

Different materials required for the above items shall be conform to specified in

specification of materials as detailed below Vol. I.

Water M-1 page no. 1 cement M – 3 P 3, sand M-6 P3, 4 cement mortar M – 11,

P. 11, brick aggregate M – 14 P 8, mild steel M – 18 P 7, for steel M – 19 P 7, C.

I. pipes M – 68 P 19-20.

C. I. cover of 60 cm x 45 cm size and 75 mm dia C. I. cowl vent shall be

approved quality.

2.0 Workmanship :

Different items covered in the above job shall conform to as specified in a detail

specifications detailed below Vol. I excavation specification No. 4.0.0(A) para 1.0

to 5.2 page no. 21, 22. Brick masonry in C. M. 1 : 6 specification No. 6.13 (B) P.

No. 44 Para no. 1.0 to 2.1. BBCC 1 : 5 : 10 specification No. 5-3-8(A) Para no.

1.0 to 2 page no. 39, RCC 1 : 2 : 4 slab specification no. 5.0.0.3 (III) Para 1.0 to

1.1 P. No. 40, 41 Mild steel reinforcement specification No. 5.4.10 Page no. 36-

37, Para No. 1.00 to 2.8. Tor steel reinforcement specification No. 5.4.11 Page

no. 37 Para No. 1.0 to 2.1, 15 mm thick smooth cement plaster in C. M. 1 : 4

specification no. 17.58 (ii) Page no. 103 Para 1.0 and 1.1 and 17.69 (a) para 1.0

to 1.4 page no. 121. 40 mm thick IPS (1 : 2 : 4) flooring specification No. 14.71

(A) Para 1.0 to 2.3 Page no. 88. Cement vata in C. M. 1 : 1 specification No.

17.0.01 Para 1.0 to 2.1 page no. 109. 75 mm dia pipe specification no. 23.79 (B)

page no. 145 para No. 1.0 to 2.7. 60 cm x 45 cm size C. I. cover specification No.

23.0.0.6 Page no. 173 para 1.0 to 2.1. 75 mm C. I. cowl shall confirm to

specification no. 3 on page no. 11.

3.0 Mode of measurement & payment :

The rate includes all labours materials tools and plants required from work,

centering shuttering etc. for satisfactory completion of this item as specified

about for complete job.

The rate shall be for a unit of one number.

Item No..70a

Providing and fixing to wall ceiling and floor U.PVC / SWR soil waste pipe with oring of

ISI 13592/92. Rate inclusive of all fittings like single or double `Y' with door, reducer,

coupler single `T' with door band, pipe clip on wooden patti etc. complete and making

good the wall ceiling and floor. (a) 75 mm dia (b) 100 mm dia.

Providing and fixing to wall ceiling and floor U.PVC soil waste pipe with oring of ISI

13592/92. Rate inclusive of all fittings like single or double `Y' with door, reducer,

coupler single `T' with door band, pipe clip on wooden patti etc. complete and making

good the wall ceiling and floor.

1.0 Materials (Excavation of earth in trenches will be paid separately)

1.1 UPVC tubes of specified dia. Nominal bore shall confirm to as per ASTM – D –

1785 schedule – 80.

1.2 The GI fittings, clamps, etc. required dia. Bore pipes shall be to best quality and

make as approved by the Engineer in charge.

2.0 Workmanship

2.1 Cutting, laying & jointing

2.1.1 When the tubes are to be cut of re-threaded, the ends shall be carefully

filed out so that no obstruction to bore in offered. The ends of the tubes

shall then be threaded conforming to the requirements of as per ASTM –

D – 1785 with pipe dies and taps carefully in such a manner as will not

result in slackness of joints when the two pieces are screwed together.

2.1.2 The taps and dies shall be sued only for straightening screw threads

which have becoming bent or damaged and shall not be used turning of

the threads so as to make them slack as the later procedure may not

result in the water tight joint. The screw threads for tube and fittings shall

be protected edge until they are fitted.

2.1.3 Use standard tools like pipe wrench, pipe threading dies. Pipe Nice etc.,

for jointing PVC threaded pipes and fittings join the threaded pipes and

fittings as per the piping lay-out, using standard method of metal pipe line

fixing. Standard pipe threading. While tightening the threads, specially for

PVC to GL connection, threaded sealant may be used 100% leakproof

joint. For threaded coupling required between PVC and go, it is preferable

that PVC forms the male portion. For tap connection, ensure the shortest

possible projection from the wall. Use of Teflon tape is also suggested for

perfect leak proof joints. For taking PVC pipe outlet form a masonry water

tank, apply a thin coat of PVC solvent cement on the external portion of

pipe section to be embedded in concrete. Sprinkle fine sand on it and

allow it to set, fill up the gap between pipe and hole with water proofing

cement.

2.2 Fixing of tube fittings to wall ceiling & floors.

2.2.1 In case of fixing of tubes and fittings to the walls or ceilings, these shall run

on the surface of the wall or ceiling (not in chase) unless otherwise

specified. The fixing shall be done by means of standard pattern, holder

clamps keeping the pipes about when specified so, chasing may be

adopted or pipe fixed in ducts or recesses etc. provided that there is

sufficient space to work on the pipe with usual tools. The pipe shall not

ordinarily be buried in walls or solids floors, where unavoidable, pipes may

be buried for short distances provided that adequate protection is given

against damage and where so required joints are not buried. Where

required UPVC pipe sleave shall be fixed at a place a pipe is passing

through a wall or floor for expansion and contraction and other

movements.

2.2.2 All pipes and fittings be fixed vertical and horizontal unless unavoidable.

The pipes shall be fixed to walls with standard pattern clamps of required

size and shape, one end of which shall be properly plugged or cemented

into walls with cement mortar 1 : 3 (1 cement : 3 coarse sand) and the

other tightened round the pipes to hold it securely. These clamps shall be

spaced at regular intervals in straight lengths at 2 m c/c interval in

horizontal run and 2.5 m interval in vertical run. For pipe of 15 mm dia.

Upto 25 mm dia. The holes in the walls and floors shall be made by drilling

with chisel or jumper and not by dismantling the brick work or concrete.

However, for bigger diameter pipes the holes shall be carefully made of

the smallest required size. After fixing the pipe, the holes shall be made

good with cement mortar 1 : 3 ( 1 cement : 3 coarse sand) and properly

finished to match the adjacent surface.

2.3 Testing of joints

2.3.1 After laying and jointing the pipes and fittings shall be inspected under

working conditions or pressure and flow. Any joints found leaking shall be

redone, and all leaking pipes removed and replaced without extra cost.

2.3.2 The pipes and fittings after they are laid shall be tested to hydraulic

pressure of 6 kg / sq.cm. The pipe shall be slowly and carefully changed

with water allowing all air to escape and avoiding all shock and water

hammer. The draw off takes and stop cock shall then be closed and

specified hydraulic pressure shall be applied gradually. The pressure

guage must be accurate. The pipes and fittings shall be tested in sections

as the work of laying proceeds, veeping the joints exposed for inspection

during the testing.

3.0 Mode of measurements and payment

3.1 The description of each item shall, unless otherwise stated held to include

where necessary conveyance, and delivery, handling, unloading, storing,

fabrication, hoisting, all labour for finishing to required shape and size

setting, fitting in position, straight, cutting and waste, return of packings

etc.

3.2 The length shall be measured on running meter basis of finishing work.

The length shall be taken along the center line of the pipe and fittings.

The pipes fixed to walls, ceilings, floors etc. shall be measured and paid

under this item.

3.3 All the work shall be measured in decimal system as fixed in its place,

subject to tolerance given below unless otherwise stated.

i) Dimension shall be measured to the nearest 0.01 metre.

ii) Area shall be worked out to the nearest 0.01 sq. meter.

3.4 All measurement of cutting shall unless otherwise stated be held to include

the consequent waster.

3.5 In case of fitting of unequal bore, the largest bore shall be measured for the

test.

3.6 Testing of pipe lines, fittings and joints include for providing all plant and

appliances necessary for obtaining access to the work to be tested and

carrying out the tests.

3.7 The rate includes UPVC piping with screwed joints, together with all fittings

(such as bends, sockets, springs, elbows, tees, crosses, short pieces,

clamps and plugs union etc.) and fixing complete with clamping wall

hooks, wooden plugs etc. and cutting, screwing and waste and for making

forged (or hand made) bends on piping as required. Connectors shall be

inserted, where required or directed. The rate also includes cutting through

wall, floors etc.

3.8 The rate shall be for a unit of one running meter including fitting & clamps as

per detail.

Item no. 72

Providing and fixing U PVC floor trap of the following nominal diameters of self cleaning

design with grating including cost of cutting and making good the walls and floor 100mm

inlet and 75mm outlet.

1.0 Materials :

1.1 UPVC floor trap shall be of best quality and shall generally conformed to

relevant. Indian standards and approved by Engineer in charge. The

surface shall be smooth and free from chips and other flaws or any other

kind of defects which effect serviceability. The size of floor trap shall be as

specified and shall be self cleaning design. Floor trap provided shall be

with deep seal minimum 75 mm except at places where deep seal non not

be accommodated. The cover shall be PVC perforated cover of approved

size. Floor trap shall be free from porosity or other defects which effect

service area.

2.0 Workmanship :

2.1 The floor trap shall be fixed as per drawing or as directed. The floor trap

shall be joined with PVC pipe of 63 mm dia. With Solvent cement joint

hydraulic testing of joint shall be given.

3.0 Mode of measurement and payment

The rate includes cost of all labours, materials, tools, and plants etc. required for

satisfactory completion of this item. The rate shall be for a unit of one number.

GENERAL INSTRUCTION / SPECIFICATION

The various items of works shall be carried out in general as per I. S. specifications and that of the latest edition of P.W.D. Hand book Vol. I & II along with following specifications. Where there is construction between the following specifications and shall govern in matters of inter petition etc. the decision of the Architect / Engineer shall be final and binding on the contractor. 1. The contractor is not allowed for executing any work, which in the Architect /

engineer opinion, is likely to couso any annoyance to occupants in the vicinity. At such time the architect may direct.

2. Any treasure crave, coins or objects of antiquity witch may be found on the site shall be handed over to the employer.

3. The contractor shall deliver to the engineer in charge of works report as to the number of operative employed in all trades and deliver notes for all materials delivered to the site.

4. The contractor is to provide, at all times during the progress of the works and maintenance period proper means of access, with loaders, gangways etc. The necessary attendance to move and adopt as directed for the inspection or measurement of the work by Architects. Consulting Engineer, Structural Engineers and employer or their authorized representatives.

5. The contractor is to allow for general attendance upon sub contractor, incl. the free use of plant and scaffolding ( and the provision of any special scaffolding required) and is to allow their operatives the use of latrines, water closets, mess rooms and sheds covered spate for plant, storage of materials etc. and a lock up shop for each.

6. The contractor is to set out any level the works end will be responsible for the accuracy of same. He is to provide all instruments and attendance required by Architects, consulting, structural engineers and employer or their authorized representative for checking their work.

7. The contractor is to cover up and protect the works from the weather and is to suspend all “SET” operation during weather witch in the Engineer / Architect opining will be departmental to the work.

8. The contactor is to allow for a general foreman to be a constantly on the works through out the period of their execution and for supervision as required under the condition of contract.

9. The contractor shall provide, erect and maintain proper shed and temporary buildings for the storage and protection of materials etc. and for the execution of works, which may be fabricated or brought on site.

10. The contractor shall provide, erect and maintain proper sheds mess rooms for the operative with adequate lighting attendance etc.

11. The contractor shall provide and erect in approved position all necessary sanitary conveniences with the rules and regulation of the municipality / local authority and maintain in a clean and orderly condition etc.

12. The contractor shall provide & erect and maintain on site office for the forman, with desk drawers etc. and adequate lighting and attendance etc.

13. The contractor shall provide and erect and maintain on site office for the Engineer in charge with desk, drawer and office etc. and adequate lighting and attendance etc.

14. The contractor shall allow for paying all rates, taxes and other charges which may be made by local or other authorities in condition with office shads and other temporary buildings erected for the purpose of the contract.

15. Board : A board of size approximately 8’ x 6’ as per drawings shall be put up at an approved place on the site. This board shall be painted in approved colours with the name of : a. The proposed construction and employer. b. The Architects c. The building contractors d. The structural consultant e. Any other specialist consultant. f. Consulting Engineers, as directed by the Architects. This shall be provided by the contractor at his own expenses.

16 Samples of each class of materials and workmanship shall be submitted by the contractor for the approval of the engineer / Architect and after such approval, these samples shall be deposited in the office of the Engineer and the contractor will be required to perform all the works of this contract in accordance with these samples.

17 If the contractor wants to make any item of work at this workshop or at any other place and not on site written application for permission to do so shall have to submitted to the Engineer stating clearly the item of work, place of its making etc. if the said applications is rejected by the Engineer the same item of work shall have to be carried out on site at no extra cost.

18 On completion, all work must be cleaned down rubbish removed and the works and land cleaned of rubbish, surplus materials and other accumulaton, and every thing left in clean and orderly condition. The contractor shall do this work at his own expenses as per the instruction of Engineer in charge.

19 The contractor shall proper a sample of any work required by the Architect / Engineer in charge and gets the Engineer / Architects approval before proceeding with the quantity wok. The rejected sample shall be removed by the contractor from site at his cost. The contractor shall not be eligible for any compensation for preparing or removing the sample.

20 No extra shall be paid on any item on account of the floor lead except where specifically mentioned.

21 All quantities mentioned in the schedule of quantities are only approximate and he contractor shall not be eligible for any claim due to any variation in or omission of any item of works.

Date :

Place : Contractor’s signature.

item no. 24 – besco cubicle partition providing & fixing besco titan

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