Engineering Projects India Limited Tender
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Engineering Projects India Limited Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Dec 2023
Closing DateCancelled
Tender Amount₹ 6,52,88,612
Costs
EMD
₹ 13,05,780Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EPI_178894_1Tender No
SRO/CON/ETS/187Tender Authority
Engineering Projects India Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
Section-VII: Works Requirement shall be read along with BOQ for scope, mode of measurements and other conditions.
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Contractor shall provide and maintain Field Laboratory in a satisfactory manner till the completion of work to ensure site control on quality of materials and the works and shall strictly comply with provision of Indian/ International Standards at no extra cost. All other regular tests including requisite materials shall be carried out as directed either at approved laboratory or at site at no extra cost.
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The dimensions shown in the drawings shall have to be verified by the contractor at site before execution of the items and necessary allowance's have to be made as per the actual dimensions available at site.
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The quantity and rates mentioned in the Bill of Quantities shall be applicable anywhere in the MSME-
Sriperumbudur premises.
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All pre-fabrication works wherever possible shall be carried outside the Employer's premises, only assembling and finishing work will be allowed within the Site.
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Items of work provided in this schedule but not covered in the specifications shall be executed strictly as per instructions of the Project Manager.
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Unless specifically mentioned in the contract document, the tenderer shall quote for the finished items and shall provide for the complete cost towards labour, materials, plant and machinery, operational costs, necessary seafty measures, levies, taxes, royalty, octroi / LBT transport, repairs, rectification, maintenance till handing over to Owner, revenue expenses, contingencies, overheads, profits and all incidental items not specifically mentioned but reasonably implied and necessary to complete the works according to the contract.
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The quantities of the various items mentioned in the schedule of items are approximate and may vary up to any extent or may not be executed altogether. The quoted rates of each item shall remain firm as long as mentioned in the conditions under this contract. The contractor, in his own interest, should get an indication of the probable extent of the work to be executed under any particular item in this schedule, before undertaking any preliminary and enabling work or purchasing bought out components related to the work.
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Project Manager's decisions shall be final and binding on the contractor regarding clarifications of items in this schedule with respect to the other sections / parts of the Contract.
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The rates quoted shall be inclusive of all mock-ups, associated samples prior to any mass production or procurement as per complete satisfaction of the Project Manager including dismantling, demolishing and carting away the material and making good of the surface.
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Unless otherwise specified, the rates quoted shall be for complete item i.e. inclusive of supply, installation, testing, commissionng , handing over etc. complete with all necessary works not specifically mentioned but required for satisfactory performance of the systems / works.
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The rate to include barricading the ducts, openings, if
any, by providing 20 gauge MS/Aluminium Jalli at those locations.
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Any fault that occurs during the time of production, shifting or installation of finished materials, the same should be replaced with good one as per the instruction from Project Manager.
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For pile boring, Direct mud circulation (DMC) or Bailer and chisel technique has been considered in BOQ.
If any other approved method is used by contractor, the same shall not be paid extra and shall be paid as per the item rates of DMC or Bailer and chisel technique method only.
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If any item to be executed is not present in the specific section but available in other section of BOQ, then same item from other section shall be operated. No extra shall be paid under these circumstances.
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Unless otherwise explicitly mentioned, Portland
Pozzolana Cement (PPC) shall be used.
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The abbreviations used in the Specification and Bill of Quantities shall be read as follows :
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INR :- Indian Rupees
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IS :- Indian Standard
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IRC : - Indian Road Congress
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EIC :- Engineer In Charge
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A.S.T.M :- American Society for Testing and Materials
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A.W.S :- American Welding Society
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MM or mm :- Millimetre /s
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CM & cm :- Centimetre /s
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RM (rm) / RMT (Rmt) / m :- Running metre /s
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KG (kg) :- Kilogram /s
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Tonne/t/M.T. :- Metric ton/s (1000 Kilogram's)
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Dia./ dia. :- Diameter
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Sq.m. / sqm :- Square metre
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Cu.m / cum :- Cubic metre
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Cu.Ft.:- Cubic feet
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Lit., L :- Liters
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No.:- Number/s
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Qty.:- Quantity
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L.S :- Lump sum.
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Drg.No. :- Drawing number
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PCC:- Plain Cement Concrete
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RCC:- Reinforced cement concrete
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HSD:- High Yield strength Deformed bars.
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M.S. / MS :- Mild Steel
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CRS:- Corrosion resistance steel.
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CTD:- Cold Twisted Deformed steel.
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TMT :- Thermo Mechanically Treated Bars
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EXCAVATION
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Rate shall include the Clearing and Grubbing of the fill area including, removal of shrubs, plants and stumps, disposal of rubbish / excavated stuff to contractor's own disposal area, watering, compaction etc. complte.
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The rate for excavation shall include carting away the debris, pieces of rock, earth etc. to the dumping ground for all lifts and leads (Inside the premises as per the instruction or Outside the site premises with the permission / NOC of local statutory authority.)
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The rates shall include all kinds of dewatering with approved means and as directed by Engineer-In-Charge, including disposing off of the water as directed.
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All excavation and backfiling shall be measured net. All type of excavation and backfilling shall be measured upto P.C.C. line only. The Contractor shall excavate additional minimum 600 mm on all directions, beyond PCC line, to facilitate working allowence for the works like waterproofing, painting etc as per IS 1200 (Part 1) - 1992, clause 4.2.5.1. No extra payment shall be made towards this additional excavation.
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The rate for excavation shall include for shoring the sides or trenches with approved timber/steel accessories wherever necessary to prevent the sides from falling including bailing or pumping out of water (natuarally occurring water met with while excavating the pits) if found necessary. If there are any shrubs, bushes, trees etc., are to be removed, roots of the trees should be removed for minimum depth 1.5m. All these materials shall be neatly stacked at site and to be handed over to the Employer.
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Boulders which may be encountered in the excavations and which can be removed by crow bars/bucket of poclain excavator from the parent-matrix shall be removed and shall form part of this item and no separate payment shall be made towards the same.
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Contour level to be taken jointly before starting any
excavation/ filling at every 3 / 5 meter grids.
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Should contractor excavate to a greater depth or width than shown on the drawing or instructed by Project Manager, the contractor shall fill the same at his own expense in such greater depth or width of excavation with Plum concrete as described for foundation by Project Manager and no separate payment shall be made towards the same.
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Tree cutting and disposing of the trees (if any) to be done as per Project Manager's instructions.
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The excavated material,as directed by Project Manager, shall be retained at the locations within the site or disposed off outside the plot boundry in the approved dump yard of Local Municipal Authority or any other place. The rate of excavation includes cost of all necessary licences, Royalty charges and permissions from appropriate authorities and the owner for the disposing the unsuitable earth/material.
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Contractor shall take all necessary steps to ensure that the temporary soil retention system (touching piles, diaphragm wall or any other shoring system) is not damaged or disturbed during the excavation activity. In case any damages occurred, the Contractor shall make good such damages during the progress of the work at his own cost.
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The final approved founding strata shall be left absolutely clean by removing loose, slushy soil, murrum and weathered rocks with necessary tools & tackles, cleaning the surface by wire brush and carting away the debris, dewatering to keep site dry at all times till laying and curing of PCC etc. are all complete to the approval of Project Manager.
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The rate of excavation are inclusive of providing and maintaining in good condition, barricadding all along excavated pits with minimum 75 mm dia bullies of 2 m
height with signes of DANGER on it.
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REINFORCED CEMENT CONCRETE
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The items mentioned in the Price Schedule / BOQ are applicable to any part, any structural / civil component to be constructed under this scope and contract and the same are not limited to buildings only.
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No additional payment shall be made for extra cement usage in the design mix for concrete from batching plant at site.
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All concrete shall be machine mixed and machine
vibrated.
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All concrete shall be controlled Mix Concrete.
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The rates shall be inclusive of everything necessary
required for delayed pour.
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For shuttering, all props shall be adjustable steel props
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STRUCTURAL STEEL WORKS
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Contractor shall carryout Die penetration Tests on 10% of total fabricated structural steel to ensure weld quality.
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DEMOLITION AND DISMANTLING WORKS
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Demolished materials shall be segregated based on their type and shall be used within the site for various purposes such as filling in landscape mounds, backfilling, reusing steel reinforcement for non structural works such as curbing etc. Rest of the segregated debris shall be sold for backfilling/ any other reuse offsite. Contractor shall produce the challans of the debris sold out offsite.
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While carying out demolition / dismantling works and disposing off the debris, special due care shall be taken towards safety. The owner and the consultants shall be indemnified from all liabilities.
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MASONRY
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Rates quoted for all items shall include the cost of the
following :
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a) All scaffolding, ladders, platforms, staging and plant required in the execution of work to any height and depth
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b) Hacking and Roughening of concrete or other surface in contact with masonry for bond.
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c) Raking cut joints to 12mm depth for plastering and
pointing
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d) Levelling up and preparing top of masonry for Damp
proof course
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e) Hold fasts, bolts and such other inserts as directed by the Project manager
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f) Keeping the masonry work well wetted for two weeks or as directed by the Project manager
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g) Work at all heights, levels, depths, unless otherwise specified
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h) Providing through bond stones at every 1.0 m apart in each coarse in stone masonry
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i) Curved, straight and inclined masonry works
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j) Soaking of bricks in water for minimum period of 60
minutes so that the entire brick is soaked in water
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k) Cost of all materials, transport to site and labour
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l) An pipe fittings and specials, spouts, hold fasts and other fixtures which are required to be built into the walls shall be embedded, as specified, in their correct position as the work proceeds unless otherwise directed by the Project Manager.
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m) Building in ends of beams, joists, slabs, lintels, sills, trusses etc..,
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n) Stones used for UCR masonry shall be granite trap
and/or basalt unless otherwise specified
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o) Provision to be made for cut-outs (Openings for sanitary, electrical, fire fighting or any other services) and after completion of the services work, all the cut-outs and openings to be made good, matching the surroundings
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p) Solid / Hollow block shall conform to IS : 2185.
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PLASTER AND FINISHING
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The Plaster shall be of sufficient thickness to fill up all undulations in the surfaces of masonry and to provide a true surface for wall/ceiling plaster. Special care shall be taken to soak the walls before applying the plaster and finishing the surface of plaster to ensure uniform texture and free from air cracks. Before starting the work sufficient Number of button marks shall be done to plumb and level to achieve uniform finish.
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All External Windows shall be finished to slope outwards and not less than 1 in 48. The exterior shall be finished as per sample approved, by wooden float but the interior shall be as per sample finished smooth.
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The contractor shall make good all the grooves, pockets, etc. after the scaffolding is removed.
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The rate for all types of plaster given below should be
inclusive of the following items
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a) Forming of drip mould/ bands, grooves of sizes as required etc,.wherever grooves are to be provided horizontally/ vertically for in accordance with the
drawings.
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b) Cost of All material and labour
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c) Hacking concrete surfaces to be plastered or rendered
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d) Preparation of surfaces by raking out joints, wetting the surface etc.,
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e) Work at all heights, levels and situations.
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f) Washing floors, cleaning glass and leaving premises clean and tidy after the plastering is done. Disposing off the debris outside the site
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g) Curing of the plaster works.
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h) Providing necessary scaffolding, ladder, platform for any height and depth and removing the same after the work is completed.
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i) Neat finishing of junctions of plaster and skirting
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j) Screening and washing approved fine aggregates
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PAINTING / FINISHING
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Paint shall be applied as per the specification and to
Manufacturer’s specification and instructions.
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The quoted rate shall include curing, protecting the
painted surface and adjacent work, and thoroughly cleaning of the premises.
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Paint shall be ready mixed and of premium quality of the approved brand and manufacturer. The paint shall generally conform to the chemical composition and other characteristics laid down in the relevant Indian standard specification. It is desired that materials of one manufacturer only shall be used as far as possible and paint of one shade be obtained from the same manufacturing batch. All paints shall be subjected to analysis from random samples taken at site from the painter’s bucket, if so desired. Any materials found not conforming to the relevant specification shall have to be removed by the Contractor from the site at no extra cost.
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All primer coats shall be compatible to the material of the surface to be finished as well as to the finishing coats to be applied.
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All coats shall be thoroughly dry before being sand papered or before the succeeding coat is applied. Coats of painting as specified are intended to cover surfaces perfectly. In case the surface is not covered properly by applying the specified number of coats, further coats shall be applied by the Contractor when so directed by the Project Manager at no extra cost.
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Painting shall be done by skilled labourers in a workman like manner. All materials shall be evenly applied so as to be free from sags, runs, crawls, or other defects. All coats shall be of proper consistency and shall be well brushed out, so that no brush marks are visible, except varnish and enamels which shall be uniformly flowed on. The brushes shall be clean and in good condition before application of paint.
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Net surface area of the painting/ finishing works shall be measured for the payment. No any painting coefficient shall be applicable for any type of paint.
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The rate to include the following:
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a) All surface preparation, suitable number of base coats required, primers and suitable finishing to the complete satisfaction of the Engineer in Charge.
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b) Scaffolding and all leads and lifts
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c) Proper curing in between the two subsequent coats
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d) Touch ups to the paint after the scaffolding is removed
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e) Minimum Guarantee of TEN Years for all external
paints on requisite stamp paper
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f) Any splash or spray of paint shall be removed immediately after painting work. All doors and windows or any other area which is not to be painted shall be protected by suitable tape with paper. All this material shall be removed disposed without damaging the painted
surface.
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LANDSCAPING
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Unless otherwise specifically mentioned in the items, the Contractor shall carryout following works at no extra cost to the Employer.
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The Contractor will supply and install 3.0 metres high barricades for safeguarding landscape development area and works, as indicated in the drawing. He may also install the barricades in the landscape development area according to his own understanding if he feels that any part of the landscape area is bound to be damaged for any reason, after taking prior permission from the Employer/ Employer’s Representative.
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The Contractor will supply, install and maintain at his own cost, the watering system for the landscape, which will take care of the requirement for particular plants, save water and does not waste water, including any requirements specified by the Landscape Architect appointed by contractor. He will give full details of the layout, size of the pipe with watering attachment hose details. All equipment must conform to international standards and / or Indian Standards if available. The design of the irrigation system has to be approved by Employer/ Employer’s representative.
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All equipment required for development shall be made available by Contractor, and its maintenance shall be his responsibility. This includes Tagara, Phawdas, Hose Pipes, Ground Roller, Manual and/or Electric lawn Mowers, Sprinklers, etc.
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Contractor will ensure that all plants remain free of diseases, pests, etc during development and maintenance periods. The contractor shall, without any additional charge renew any dead or defective plant material and shall fully maintain including watering, de- weeding etc. of the whole landscape as mentioned above.
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The Contractor shall maintain Nursery at his own cost at designated locations as shown in the drawing or at a suitable location within the plot as directed by Employer/ Employer's Representative. The Nursery will be fenced with gates for protection from cattle. The area of Nursery will be approximately 5000sqm. The item would include construction and maintenance of Green Houses if required.
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Contractor shall follow pre construction and during construction soil erosion control measures as per the NBC Part 10, section 1, Chapter 4 – Protection of
Landscape during Construction.
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The contractor in co-ordination with the Employer as applicable shall ensure conservation and storage of top soil: Topsoil shall be stripped to a depth of 200 mm from areas proposed to be occupied by buildings, roads, paved areas and external services. It shall be stockpiled to a height of 400 mm in designated areas and shall be re-applied to site during plantation of the proposed vegetation. Topsoil shall be separated from sub-soil debris and stones larger than 50 mm diameter. The stored topsoil may be used as finished grade for planting areas. It is the landscape contractor’s responsibility to conserve top soil that is not disturbed by the civil contractor.
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The Contractor shall:
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I. Furnish the source of top soil to Employer/ Employer’s Representative.
II. Study the soil report provided with the tender document, providing soil details such as pH, alkalinity, total soluble salts, porosity, sodium content and organic matter. Ref. Soil Test Report
III. Use the restored soil at site for landscape purpose, manure mixture, Neemcake, weedicide shall be added if required.
IV. Not consider any external soil source unless the existing soil conserved from site is lacking in quality and/or quantity.
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Soil Analysis for Top Soil fertility determination
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To determine the fertility of top soil for conservation, soil investigation shall be carried out by an NABL accredited laboratory.
Adequate number of test samples of soil from a depth of 10-200mm below ground level shall be collected from at least 5 representative locations from site, preserved and transported (as per standard procedures specified by the laboratory) carefully to the laboratory for carrying out necessary tests.
All relevant Indian Standards for sampling and conducting laboratory tests shall be followed.
This soil samples shall be analyzed to determine soil type, texture, total organic content, pH, extractable nutrients such as nitrogen, phosphorus, potassium, salinity, cation exchange capacity, % base saturation and extractable heavy metals.
The soil analysis report from the laboratory shall also include a statement on the fertility and suitability of the soil for plant growth based on the analysis, in addition to the test results.
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Top Soil conservation
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Top soil shall be removed for conservation to a depth of 200 mm (not more than 400 mm) and shall be separated from subsoil debris and stones larger than 50 mm diameter.
It shall be stockpiled to a height of 400 mm in designated areas. The stockpiled topsoil shall be protected from erosion during storage by installing earthern berms/solid walls, temporary seeding (using native grass), covering with mulch or plastic, etc.
The topsoil shall be protected with sand bags/solid walled enclosures (2 feet high) on all sides for containment.
Appropriate drainage channels shall be dug around the storage area to prevent flooding of the top soil storage area.
The top soil shall be reapplied to site during plantation of the proposed vegetation as finished grade for planting areas.
Seeding will take place immediately after respreading topsoil and decompacting, unless timing is inappropriate (for e.g., not in mid-summer).
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The contractor to identify erosion prone areas on site and protect them from construction activities throughout the construction period. Prevent / mitigate the disturbances caused to site due to construction activity.
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The contractor shall execute a sedimentation and erosion control plan that conforms to the best management practices highlighted in the National Building Codes of India (NBC) Part 10, section 1, Chapter 4 – Protection of Landscape during Construction. This standard describes two types of measures that can be used to control sedimentation and erosion. Stabilization measures include temporary seeding, permanent seeding and mulching. Structural control measures include earth dikes, silt fence, sediment trap, and sediment basin. All of these measures are intended to stabilize the soil to prevent erosion.
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The erosion and sedimentation control plan must be approved by Employer/ Employer’s Representative and the erosion sedimentation control plan must be
maintained throughout the execution period.
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The contractor shall execute measures of protection and preservation of existing landscape on site during entire construction time.
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Design, execute and maintain a temporary storm water management layout for the duration of construction activity. The storm water management layout should conform to National Building Codes of India (NBC) Part 10, section 1, chapter 4 – Protection of Landscape during Construction.
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Contractor should take measures to prevent entry of any soluble/ insoluble construction waste to enter the water table/ water ways/ ravines on site.
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1.0) ARCHITECTURAL WORKS
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1.1) PLASTER WORKS
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1.1.1) External Wall Plaster
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
8853
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1.1.2) Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
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1.1.2.1) from 10 to 13.0m
596
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1.1.2.2) from 13.0 to16.0m
596
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1.1.2.3) from 16.0 to 19.00
596
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1.1.2.4) from 19.00 to 22.00
468
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1.1.3) Forming groove of uniform size from 10 to 15mm x 6 mm (one even size) in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden/ PVC battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer.
2900
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1.1.4) Internal Wall Plaster
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1.1.4.1) 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand)
6375
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1.1.5) Cement Putty
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
6375
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1.1.6) Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete
6375
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1.1.7.1) 6 mm cement plaster of 1:3 of Mix 1:3( 1
Cement:3 fine sand)
2671
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1.1.8) Providing & Fixing chicken wire mesh / wired fabric (12.5mm x 24 SWG) in strips of 200 mm widths or as required over junctions between concrete & brick / block masonry at all heights and locations prior to plastering including drilling, nailing etc complete as directed by Engineer In Charge.
2790
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1.1.9) Extra for providing and mixing water proofing
material in cement plaster work in proportion recommended by the manufacturers
304
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1.1.10) Extra for plastering on circular work not
exceeding 6 m in radius
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1.1.10.1) In two coats
133.33
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1.2) FLOORING, SKIRTING AND DADO WORKS
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1.2.1) Kota Flooring
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 25mm thick
2243
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1.2.2) Kota stone Tread Risers
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing, making machine cut groves as per drawing needs, making neccesory cutouts for railing including pre finished nosing in treads of steps of Kota stone complete.
101.5
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1.2.3) Marble Stone Flooring
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Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
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Udaipur green marble
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1.2.4) Granite Stone Flooring
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
359
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1.2.5) Granite Stone Tread Risers
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Providing and laying Polished Granite stone flooring in risers of steps, skirting, dado and pillars with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing , making machine cut groves as per drawing needs, making neccesory cutouts for railing including prefinished nosing in treads of steps & using single length up to 2.00 metre.etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
45
-
-
1.2.6) Granite stone Wall Cladding
-
-
-
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
8mm thick Granite of any colour and shade
21.5
-
-
1.2.8) Ceramic Tile Dado
-
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
1003
-
-
1.2.11) Grnaite Kitchen/ Basin Platfomrs
-
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, 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.
-
-
-
Area of slab over 0.50 sqm
20
-
-
1.2.12) Granite Facia/drops
-
-
-
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
60
-
-
1.2.13) Extra For cutout for Sink
-
-
-
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges
etc. complete.
37
-
-
1.3) PAINTING WORKS
-
-
-
1.3.1) OBD
-
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
-
-
-
New work (two or more coats) over and including water tinnable priming coat with cement primer
754
-
-
1.3.2) Premium Acrylic Emulsion Paint
-
-
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
-
-
-
Two coats
5164
-
-
1.3.3) Synthetic Enamel Paint ( Low VOC)
-
-
-
Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
-
-
-
Two coats
30
-
-
1.3.4) WeatherProof Exterior Paint
-
-
-
Finishing walls with Premium Acrylic Smooth exterior
paint with Silicone additives of required shade :
-
-
-
New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
8234
-
-
1.3.5) Textured Paint
-
-
-
Finishing walls with textured exterior paint of required
shade :
-
-
-
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm
30
-
-
1.3.6) Cement Paint
-
-
-
Finishing walls with water proofing cement paint of
required shade :
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm)
30
-
-
1.3.7) Epoxy Paint
-
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat,
preparation of surface, etc. complete.
-
-
-
On steel work
110
-
-
1.3.8) Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile
Organic Compound) content.
-
-
-
1.3.8.1) With water thinnable cement primer on wall
surface having VOC content less than 50 grams/litre
12384
-
-
1.3.8.2) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
20
-
-
1.3.9) melamine polish on wood work ( one or more coat)
20
-
-
1.4.5) Providing , fabricating ,assembling,& fixing in
position aluminium partitions
-
-
-
1.4.5.1) Alu. Framing for Partitions
-
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately), Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
-
-
-
1.4.5.2) Alu. Framing for Doors
-
-
-
For shutters of doors, including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
200
-
-
1.4.5.3) Glazing in partition & Doors
-
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item).
163
-
-
1.4.5.4) Prelaminated Particle Board
-
-
-
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling bottom fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.- Pre-laminated particle board with decorative lamination on both sides
62
-
-
1.4.5.5) Hydraulic Floor Spring for Doors
-
-
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge: stainless steel cover plate minimum 1.25 mm thickness
5
-
-
1.4.6) Modular toilet Partitions: Providing & fixing in position 12mm thick High Pressure laminated Toilet cubicles of Size 1100mm(w)X1500mm(L)x 2100mm(Ht),door size 610mm(w)X1925mm( Ht) with SS legs including all necessary hardware's of SS304 & SS door nob, SS privacy thumb, SS Coat Hook, Door Stopper.Make merino titan box up series or equivalent
35
-
-
1.5) DOORS, WINDOWS, GLAZING, CLADDING,
FAÇADE ETC.
-
-
-
1.5.1) Wood Work For Frames
-
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).
-
-
-
Second class teak wood
0.67
-
-
1.5.2) Dash Fasterners t door frames
-
-
-
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
-
-
-
10X120mm
12
-
-
1.5.3) Pressed steel door frames
-
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of
1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means,
2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B Fixing with adjustable lugs with split end tail to each jamb
700
-
-
1.5.4) Flush Doors
-
-
-
1.5.4.1) Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
-
-
-
1.5.4.2) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws & finishing as per Engineer in charge
429
-
-
1.5.4.3) Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) ON One side only
429
-
-
1.5.4.4) Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be
measured).
429
-
-
1.5.4.5) Extra for providing vision panel not exceeding
0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):
-
-
-
1.5.4.5.1) Reactangular or Square
67
-
-
1.5.5) Providing and fixing pre-polished Granite Stone work for wall lining 200mm -300mmwide, on 12mm thk cement mortar 1:3 (1 cement : 3 fine sand), inclusive of all mitred joinery inclusive of all necessary joinery in Araldite and cement paste etc. All exposed surfaces and edges to be chamfered and mirror polished with 6mm wide groove to be made in wall at the junction of stone and finished surface of wall including scaffolding, curing etc. complete as directed by Engineer In Charge.
Polished Granite stone slab shall be Jet Black, Cherry Red, Elite Brown, Cat Eye or approved equivalent
23
-
-
1.5.6) FRP doors frames
-
-
-
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
123
-
-
1.5.7) FRP doors shutters
-
-
-
30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.
50
-
-
1.5.11) Aluminum Doors Windows Ventilators
-
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) , Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
-
-
-
doors , windows,ventilators main frame
1388
-
-
1.5.12) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
-
-
-
doors windows shutter frames
1073
-
-
1.5.13) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge. (Cost of aluminium snap beading shall be paid in
basic item):
-
-
-
1.5.13.1) With float glass panes of 5.0 mm thickness
445
-
-
1.5.13.2) With float glass panes of 8 mm thickness
36
-
-
1.5.13.3) With Frosted glass panes of 4 mm thickness
20
-
-
1.5.14) Prelaminated Particle Board
-
-
-
1.5.14.1) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling for bottom panel of 0.9m, fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in- charge.- Pre-laminated particle board with decorative lamination on both sides
44
-
-
1.5.15) Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete.
Upto 5mm depth and 5mm width
691
-
-
1.5.16) Structural Glazing
-
-
-
1.5.16.1) Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).
756
-
-
1.5.16.2) Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/
111
-
-
(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc, enabling temproary structures and services, cranes or cradles etc, as described as above and as specified.
-
-
-
The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in- charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science and Technologies, India.Cost of testing is payable separately.
-
-
-
The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories
1. Performance Laboratory Test for Air Leakage Test (- 50pa to - 300pa) & (+50pa to +300pa) as per ASTM E- 283-04 testing method for a range of testing limit 1 to 200 mVhr
2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.
3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml
4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330- 10 testing method for a range upto 50 mm
5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test Tests to be conducted on site.
6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
-
-
-
1.5.16.3) Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6- 12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the
Engineer-in-Charge.
83
-
-
The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of above item No. 1.5.13.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
-
-
-
1.5.16.4) Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy
duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge.
11
-
-
1.5.16.5) Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in-Charge.
For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).
(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35%, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance
glass shall be decided by technical sanctioning authority
17
-
-
1.5.18) Door Accessories
-
-
-
1.5.18.1) Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws, etc. complete
48
-
-
i) Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete
:150X10mm
56
-
-
1.5.18.3) Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete
:250X10mm
17
-
-
1.5.18.4) Providing and fixing bright finished brass
handles with screws etc. complete:100 mm
408
-
-
1.5.18.5) Providing and fixing bright finished brass
handles with screws etc. complete:125 mm
167
-
-
1.5.18.6) Providing and fixing bright finished brass
hanging type floor door stopper with necessary screws, etc. complete
127
-
-
1.5.18.7) Providing and fixing bright finished brass door latch with necessary screws etc. complete :250x16x5 mm
520
-
-
1.5.18.8) Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete
94
-
-
1.5.18.9) Grab bars/ pull bars made of SS 304 for
disabled toilet doors
3
-
-
1.5.18.10) Providing and fixing bright finished brass
double acting spring hinges with necessary brass screws etc. complete :100mm
2
-
-
1.5.18.11) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200X10mm
57
-
-
1.5.18.12) Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
125mm
114
-
-
1.5.18.13) Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete:-Single rubber stopper
4
-
-
1.5.18.14) Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
29
-
-
1.5.18.15) Providing and fixing concealed latch for the sliding windows , with approved qquality ,colour as matched the powercoating colour of aluminium window sections with necessary screws etc complete as per direction of Engineer- in-charge.
53
-
-
1.5.19) Air Transfer Grills to Door
-
-
-
Providing and fixing powder coated (powder coating not less than 40 microns) non vision extruded aluminium "Air Transfer Grill” of required sizes to be fixed in the opening made in the laminated/ non decorative flush door shutters. The grill shall be with minimum 1.20 mm thick aluminium sections, in approved size, shade, and pattern, shape, as per the aproved drawing and as per directions of Engineer in charge. Rate shall be inclusive of cutting the door shutter as per approved grill size, providing and fixing required depth of teak wood lipping on the cutting edges of opening of flush door shutter with finishing. :- 6mm thick Compact Sheet
-
-
-
1.5.19.1) 0.450X0.300
16
-
-
1.5.19.2) 0.600x0.300
6
-
-
1.5.20) Panic Bar
-
-
-
Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete
25
-
-
1.5.21) Fire rated Doors
-
-
-
Providing & Fixing two hour fire rated single / double leaf openable doors with fire retardant infilll paanel of "Shakti" or equivalent, of zinc coated steel frame, single rebate profile of size 100 x 57 mm with bending radius of 1.2 mm, fabricated using 1.20 mm thick galvanized steel sheet (18 gauge) and Fully flush type of 46 mm thick Single / Double leaf shutters, of Pressed Galvanized steel sheet conforming to IS 277, conforming to IS 3614 ( Part 2 ) 1992 BS467 ( Part 20 & 22 0 & ISO834, with electrostatic powder coating or polyurethane coating, including vision glass panel 300X450mmm & fire rated all fixtures and fastenings as specified like SS double ball bearing butt hinges 3nos per shutter, tower bolts 1 no, door stoppers 2 no, SS Handle 19mm Dia, 250 mm long with both side key operation (as approved by the CONSULTANT) and two aldrops per shutter, and providing Master key, Grand master key etc complete as directed by Engineer In Charge.
151
-
-
1.5.22) Cement Fibre Board
-
-
-
Supplying and installation of moisture resistant/fire resistant 8 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self- drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm, Steel frame shall be paid separatly.
33
-
-
1.5.23) GRC Jali
-
-
-
Providing & Fixing Glas Reinforced Jalli works cast in custom designed moulds as per design detail including frame to hold it.
86
-
-
1.5.24) Precast Cement Jali
-
-
-
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits & fixing
-
-
-
40 mm thick
55
-
-
1.5.25) Mirror
-
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
58
-
-
1.5.26) Providing , installation, testing and comissioning of Electric Motor of # Pahse of Max Safe laod carrying Capcity 2000kg. TO be installed on Rolling Shutter with necessary fitiings , accessories etc complete as per specification and direction of enginner -in -charge( inclusive of 1year Guarantee & warranty)
1
-
-
1.6) METAL WORKS - RAILING, GRILLS, FABRICATION, ETC. 1.6.1) SS 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 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 excluding fixing accessories such as nuts, bolts, fasteners etc.).
2020
-
-
1.6.2) Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
-
-
-
1.6.2.1) M.S. Tubes
167
-
-
1.7) Signages towards Fire Fighting Servicess
-
-
-
1.7.1) Providing and installing in position the following types of signboards made out of 3 mm thick "Opaque" PVC foam board with computer cut, PVC non reflective self adhesive vinyl painted foam board, etc. complete with fastners as per direction of Engineer In Charge.
-
-
-
1.7.1.1) Floor identification signages ("GOUND FLOOR", "FIRST FLOOR" , etc) at each stair enclosure on every floor, indicating the floor nos. in words. Lettering size size shall be 75 mm with contrasting colour from background. Size shall be 150 mm x 400mm.
13
-
-
1.7.1.2) Fire Exit Signage (with Hanging chain) at each stair on every floor, any change in direction and 25 m interval as per NBC 2016 indicating the direction of fire exit. Lettering size size shall be 75 mm with contrasting colour from background. Size shall be 150 mm x 400mm.
17
-
-
1.7.1.3) Fire Exit Signage (without Hanging chain) at each stair on every floor, any change in direction and 25 m interval as per NBC 2016 indicating the direction of fire exit. Lettering size size shall be 75 mm with contrasting colour from background. Size shall be 150 mm x 400mm.
13
-
-
1.7.1.4) Fire Extinguisher signage for all fire extinguisher locations, text letter size shall be 75 mm with contrasting colour from background. Size shall be 150 mm x 400mm.
50
-
-
1.7.1.5) Fire alarm call point at each stair enclosure on every floor, text letter size shall be 75 mm with contrasting colour from background. Size shall be 150 mm x 400mm.
10
-
-
1.7.1.6) Fire hose reel signage for fire shaft location, text letter size shall be 75 mm with contrasting colour from background. Size shall be 150 mm x 400mm.
12
-
-
1.7.1.7) Fire evacuation plan of A3 size at 25m interval with contrasting colour from background. Size shall be
300 mm x 450mm.
13
-
-
2.0) CIVIL WORKS
-
-
-
2.2) EARTH WORK
-
-
-
2.2.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 500 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
2.2.1.1) All kinds of soil
2250
-
-
2.2.2) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 500 m.
-
-
-
2.2.2.1) All kinds of soil
100
-
-
2.2.3) Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked
materials.
-
-
-
2.2.3.1) All kinds of soil.
1800
-
-
2.2.5) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 500 m and lift upto 1.5 m.
2150
-
-
2.2.7) Providing and laying minimum 230 mm thick dry rubble (soling) packing for foundation with approved hard stone set in regular lines, hand packed, filling the interstices with small stone chips and sand, ramming, watering and compacting, etc. complete as directed by Engineer-In-Charge.
1100
-
-
2.2.10) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
-
-
-
2.2.10.1) All kinds of soil
-
-
-
2.2.10.1.1) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
1582
-
-
2.2.10.1.2) Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia
26
-
-
2.2.11) Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m.
-
-
-
2.2.11.1) All kinds of soil
-
-
-
2.2.11.1.1) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
163
-
-
2.2.11.1.2) Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia
59
-
-
2.2.12) Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :
-
-
-
2.2.12.1) Ordinary rock :
-
-
-
2.2.12.1.1) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
30
-
-
2.2.13) Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (including dewatering)
-
-
-
2.2.13.1) Ordinary rock :
-
-
-
2.2.13.1.1) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
10
-
-
2.2.17) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
-
-
-
2.2.17.1) Extra for excavating trenches for pipes, cables, etc. in all kind of soil for depth exceeding 3 m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
44
-
-
2.3) PLAIN CEMENT CONCRETE WORK
-
-
-
2.3.1.1) "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
75
-
-
2.3.1.2) 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6
graded stone aggregate 20 mm nominal size).
10
-
-
2.3.2) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
-
-
2.3.2.1) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
10
-
-
2.3.2.2) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
10
-
-
2.3.4) Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the
top smooth.
100
-
-
2.3.5) Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate
20mm nominal size).
68
-
-
2.3.6) Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
59
-
-
2.3.7) Providing and laying 1:5:10 mix Plum concrete with maximum size of aggregates as 40mm and plums upto 200mm size and upto 30% by volume of concrete mix, for filling in plinth, underside of foundations, etc., complete.
98
-
-
2.4) REINFORCED CEMENT CONCRETE WORK
-
-
-
FORMWORK
-
-
-
2.4.1) Centering and shuttering including strutting,
propping etc. and removal of form for all heights :
-
-
-
2.4.1.1) Foundations, footings, bases of columns, etc. for mass concrete.
743.55
-
-
2.4.1.2) Walls (any thickness) including attached
pilasters, butteresses, plinth and string courses etc.
465.24
-
-
2.4.1.3) Suspended floors, roofs, landings, balconies and access platform
1018.24
-
-
2.4.1.4) Lintels, beams, plinth beams, girders,
bressumers and cantilevers
2133.51
-
-
2.4.1.5) Columns, Pillars, Piers, Abutments, Posts and
Struts
1520.41
-
-
2.4.1.6) Stairs, (excluding landings) except spiral-
staircases
110.92
-
-
2.4.1.7) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
34
-
-
2.4.1.8) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
45
-
-
2.4.1.9) Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
-
-
-
2.4.1.9.1) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
1700
-
-
2.4.1.10) Cornices and mouldings
16
-
-
2.4.1.10.1) Extra for shuttering in circular work of foundations, footings, bases of columns, etc. including machine / equipment foundations for mass concrete
20
-
-
Reinforcement
Note:-
1) The reinforcement consumed shall be measured as per client approved measurements.
2) The excess quantity of Steel more than allowable wastage shall be recovered from as per relavent ACC clauses
-
-
-
2.4.2) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (excluding cost of reinforcement steel but incl binding wire, etc.,)
31000
-
-
2.4.3) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and
binding all complete above plinth level.
-
-
-
2.4.3.1) Thermo-Mechanically Treated bars HYSD Fe500D or more (excluding cost of reinforcement steel but incl binding wire, etc.,)
27458
-
-
2.4.3.1 a) Thermo-Mechanically Treated bars HYSD Fe500D or more (rate includes Suply of steel & including straightening, cutting, bending, placing in position and binding all complete)
34521
-
-
Expansion Joint
-
-
-
2.4.7) Providing and fixing Pre-formed joint fillers “Shalitex” or equivalent board with bitumen primer as adhesive to concrete and masonry surfaces in separation/expansion joints including 200 micron PVC sheet on top to avoid ingress of cement slurry in Shalitex board or equivalent complete as per direction of engineer in charge.
-
-
-
2.4.7.1) 12 mm thick
167
-
-
2.4.8) Providing and filling in position, blown bitumen in expansion joints.
2
-
-
2.4.9) Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compo-und GRADE A in expansion joints.
58
-
-
2.4.10) Supplying, fabricating, delivering at site and fixing in position M.S. inserts as per drawing made out of rolled steel sections, plates, angles, bars, including cleaning, Grinding and removing the welding burr, scales, and preparing surface for and applying one coat of red oxide zinc chromate primer and Two coats of Synthetic Enamel paint after fabrication etc. complete as directed by Engineer In Charge.
2396
-
-
2.4.11) Supplying, Fabricating and fixing in position PVC pipe sleeves of length not exceeding 450mm and confirming to IS 13592 :1990 typeB up to 150 mm and IS 4985 of 6 kg pressure 150 mm and above in concrete or in masonry at any level and location as shown on drawings including jointing, encasing, bending, threading, etc complete as directed by engineer in charge.
-
-
-
2.4.11.1) Upto 75mm
52
-
-
2.4.11.2) 100 mm dia
30
-
-
2.4.11.3) 150 mm dia
8
-
-
2.4.12) Providing and applying water swellable-bar at starter & all construction joints, of c/section 20mmX5mm, it shall have unrestrained volumetric expansion more than 200% in 30 days, Hydrostatic pressure resistance of 50 meters. It shall be fixed to the concrete using a gun grade hydrophilic adhesive / or mechanically fixed by non corrosive nailing as recommended by manufacturer complete as directed by engineer in charge.
217
-
-
2.4.13) Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. 200 mm wide
50
-
-
2.4.13.1) Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre- engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture barrier membrane in the Joint system to have watertight joint is mandatory requiremnent all as per the manufactures design and as approved by engineer-in-charge (Material shall conform to ASTM 6063)
-
-
-
2.4.13.1.1) Floor Joint of 100 mm gap
36
-
-
2.4.13.2) Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063.)
-
-
-
2.4.13.2.1) Wall Joint of 100 mm gap
12
-
-
2.4.13.3) Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221- 02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre- engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions
-
-
-
Provision of Moisture Barrier Membrane in the Joint
System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)
-
-
-
2.4.13.3.1) Roof Joint of 100 mm gap
43
-
-
2.4.14) Designing, Detailing, Providing and installing 50 / 75mm thk SNPG-400 expansion joint system or approved equivalent for wall to wall and wall to column joints at all levels and locations designed for multi- directional movement and comprised of continuous extruded cover plate and snap-locked to base frame (Cover plate shall be fixed with continuous seal at both end of top plate) conforming to ASTM 6063 and in accordance with the drawings and manufacturers specifications including all necessary material and works etc. complete for satisfactory performance of the system as directed by Engineer-In-Charge.
Note:
1) The system shall be 100% waterproof and shall be designed for underground waterpressure of 4.5m.
2) Contractor shall submit leakproof guarantee bond for waterproofing of entire expansion joint system on the on court fee stamp of Rs. 100/- or of appropriae value in the approved format for 10 years after completion and handing over the building to the owner.
24
-
-
2.4.15) Providing and placing in position 100mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath, trenches and chambers of various sizes,of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in- Charge.
33
-
-
2.4.20) Providing & Fixing 75MM thickness of specifically extruded high performance polymer based sheet (SIL FIL of Supreme or equivalent) in expansion joint as filler board, with minimum density 28 kg / Cu. Mt & compression strength of 0.21 Kg / Sq.M, when tested as per ASTM D-3575, including using double sided adhesive of 2 MM x 25 MM x 25 MM at four places per sq.mtr to the casted surface etc complete as directed by Engineer In Charge for.
42
-
-
2.4.21) Providing, supplying and mixing waterproofing compound Conplast X421 IC of Fosroc or approved equivalent conforming to IS:2645-2003 & IS:9103-1999, as per dose recommended by manufacturer etc. complete as directed by Engineer In Charge.
937
-
-
2.6) WATERPROOFING WORK
-
-
-
2.6.1) Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
359
-
-
2.6.2) Providing and laying in sunken area with broken AAC Block laid, consolidated, finished smooth, including finishing the top layer with 20 mm water proof cement mortar 1 : 4 (1 cement : 4 coarse sand) with approved water proofing compound as per manufacturer specifications etc. all complete as per directions of the Engineer-in-Charge.
175
-
-
2.6.3) Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
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 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 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 1:5 (1 cement :5 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 surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 course sand) admixed with waterproofing compound conforming to IS :2645 and approved by Enginner in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 x 300 mm square and 3 mm deep.
-
-
-
e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in- Charge :
-
-
-
2.6.3.1) With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
450
-
-
2.6.4) U.G. TANK / OH WATER TANKS – INTERNAL
AREAS
-
-
-
2.6.4.1) Providing & Applying 2 coats of CFTRI approved, waterproof coating with high performance two component pre-packed cementitious waterproofing, with a mix ratio of (liquid: Powder), parts by wt. - 1:1.4 @ 2.2 Kg/sqm to achieve DFT of 1.5mm over the wall & floor surface as per the manufacturers’ specification & drawing with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. All the coats to be applied in right angle to each other. The coating shall have following properties: Tensile strength : 2.6 N/mm2 as per ASTM D 412, Elongation at break, % : 120 as per ASTM D 412, Adhesion strength : 1 N/mm2 as per ASTM D 4541, crack bridging : 2mm as per ASTM C 836, Water penetration (5 bar pressure) : 1% as per BS EN 12390, Hardness, Shore A : 60 as per ASTM D 2240, RCPT permeability : 92% as per ASTM C 1202-97, including proper surface preparation as per manufacturers' specification, cleaning work, removal of loose concrete and filling cracks with polymer modified mortar using SBR Latex, URP. All the honeycombed areas & construction joints shall be identified and injected with cement slurry admixed with expansive additive, AM@225gms/bag of cement.
150
-
-
Making of angle fillets all around the periphery of the wall with polymer modified mortar using SBR Latex, URP, etc, complete. Protection Cum Hygiene Coat: Providing & applying 2 coats of two component, water-based epoxy resin with additive fillers, anti-algae, anti-fungal, Non- flamable, Non-toxic, hygiene cum damp-proof coating @ 4 sqm / Kg, as directed by the manufacturer with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. The coating shall be Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA. Mixing Ratio (Base: Hardner: Water) – 1:1:1, Specific Gravity : 1.2, Water vapour permeance : 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2.5 N/mm2 as per ASTM D 4541 : 02, as per manufacturers' specification, etc, complete as directed by engineer in charge.
-
-
-
2.6.5) UG TANK EXTERNAL AREAS
-
-
-
Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be included in this item).
Joints sealed and grouted with cement slurry mixed with water proofing compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
-
-
-
2.6.5.1) Using rough kota stone.
321
-
-
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
-
-
-
2.6.5.2) Using rough kota stone.
413
-
-
2.6.6) Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :
-
-
-
2.6.6.1) Serrated with central bulb (225mm wide, 8-
11mm thick).
234
-
-
2.6.7) WATERPROOF SEALING AROUND THE UTILITIES/ PIPES PASSING THROUGH RCC WALL
ETC
65
-
-
Supplying & sealing the pipe inserts, etc provided in the floor & walls with 1.5 mm thick two sided non-reinforced polymerized bituminous self adhesive Tape, to seal the joint between pipes/inserts and the core cuts. The Tape shall have Softening point (R&B) 60⁰C as per ASTM D 36, Elongation, (Compound) 500% as per ASTM D 412, Water absorption at 24 hrs 0.3 as per ASTM D 570, Water permeability @ 5bar : Nil as per BS EN 12390, Adhesion strength : 1.0 N/mm as per ASTM D 1000, Cold temperature flexibility -6⁰C as per UEAtc, followed by grouting the gaps around the pipe / inserts with a non shrink cementitious waterproof grout, 10M, shall conform to ASTM C 109 - 1999 18, ASTM C 1107, Grade C,all followed by sealing with Liquid Applied PU flashing of Flexi PU with reinforcing polyester mesh embedded between the two coats of Flexi PU, at the junction of the pipes and slab / wall area, including proper cleaning of the junctions and sealing the junction with PU sealant conforming to ASTM C-920-S, NS, 25 & BS EN ISO—11600: 2003 Type F & G as per manufacturers' specification, etc, complete as directed by engineer in
charge.
-
-
-
2.6.8.2) For external
-
-
-
2.6.8.2.1) Providing and laying Box type water proofing treatment on horizontal and inclined surfaces (including below raft) of under ground structures at all depths below ground level and up to plinth level above ground level including coating with two coats of BRUSH BOND RFX of Fosroc Chemicals India Ltd or approved equivalent as per manufacturers specifications on PCC, laying 25mm thick Shahabad stone tiles with minimum 25mm thick 1:3 cement mortar bedding, filling the joints with cement mortar 1:2 and with 15mm metal, providing 15mm thick cement plaster in cement mortar 1:3, pressure grouting of all types of joints and socket pipes with cement slury, curing, successful leakproof testing etc. complete as directed by Engineer In Charge.
Notes:
1) All cement mortar shall be mixed with waterproofing compound CONPLAST X 421 IC. (dosage- 130ml per bag of cement)
2) Contractor shall submit leakproof guarantee bond of waterproofing system on the on court fee stamp of Rs. 100/- or of appropriae value in the approved format for 10 years after completion and handing over the building to the owner.
3) The rate shall include costs towards all other
necessary activities / works and materials not mentioned above but required for satisfactory performance of the above but required for satisfactory performance of the
25
-
-
2.6.9) PARAPET WALL
392.25
-
-
Waterproofing Treatment:- Providing & Applying 2 coats of waterproof coating with high performance two component pre-packed cementitious waterproofing coating, with a mix ratio of (liquid: Powder), parts by wt. - 1:1.4 @ 2.2 Kg/sqm to achieve DFT of 1.5mm over the wall surface as per the manufacturers’ specification & drawing with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. All the coats to be applied in right angle to each other. The coating shall have following properties: Tensile strength : 2.6 N/mm2 as per ASTM D 412, Elongation at break, % : 120 as per ASTM D 412, Adhesion strength : 1 N/mm2 as per ASTM D 4541, crack bridging : 2mm as per ASTM C 836, Water penetration (5 bar pressure) : 1% as per BS EN 12390, Hardness, Shore A : 60 as per ASTM D 2240, RCPT permeability : 92% as per ASTM C 1202-97, including surface preparation as per site condition, etc, complete as directed by engineer in charge..
-
-
-
Protection to Waterproof coating – Vertical Surface:
-
-
-
Supplying & laying a protective plaster at vertical portion in 15 mm thickness in Sand Cement mortar (1:3) admixed with integral compound conforming to IS 2645, Pidiproof LW+ / Proofsol LWP @ 220ml per bag of cement to vertical surface including application of acrylic bond coat and sand sprinkling to create key to plaster,
etc, complete.
-
-
-
2.7) MISCELLANEOUS CIVIL WORK ITEMS
-
-
-
2.7.1) Rebar anchoring / dowelling for following diameter of bars including scaffolding , drilling holes to required depth in existing RCC member with due care of PT Tendons, cleaning the holes embeding and fixing reinforcement rods with Fischer Chemical FISV360s / 'lockset' or equivalent compound as per manufacturer's specifications, making good surafce to the satisfaction of Engineer, etc complete, as directed by the engineer In Charge.
(Reinforcing bars shall be paid in relevant Item)
-
-
-
2.7.1.1) 12 mm (160mm min. embedment depth) or as
per the design requirement.
183
-
-
2.7.1.2) 16mm (210mm min. embedment depth) or as
per the design requirement.
58
-
-
2.7.1.3) 20mm (260 mm min. embedment depth) or as
per the design requirement.
42
-
-
2.7.1.4) 25mm (325 mm min. embedment depth) or as
per the design requirement.
42
-
-
2.7.2) Drilling with core cutting machine in RCC slabs, walls etc. wherever required in buildings, manholes,ducts etc. for laying pipes, and making good the same to give an even finish . The rate shall include the cost of drilling core, providing water proofing compound for sealing the joints around the pipes, nominal reinforcement wherever required, scaffolding and labour charges for working at all levels, leads and heights. (Maximum thickness of RCC members shall be 300mm) and as directed by Engineer- In-Charge.
-
-
-
2.7.2.1) Upto 200mm dia
10
-
-
2.7.3) Providing and fixing in position pre-moulded joint filler in expansion joints.
-
-
-
2.7.4) Providing and laying 75 to 100 micron HDPE film over compacted earth/blinded soling to act as vapour barrier including cutting lapping, jointing etc. complete: Rate to include net overlapping of joints by 100mm. Sealing joints with adhesive (Only plan area to be measured for payment). complete as directed by engineer in charge.
1803
-
-
2.7.5) Providing and laying PVC pipe of 100 mm dia of class 2 (working pressure 4kg/sqcm) conforming to I.S. 4985:2000 for weep holes length not more than 2m at specified locations including cutting to required length, placing with desired slopes and at various levels, creating filter media on filling side of 300mm X 300mm X 300mm in gravel & sand mixture etc complete as directed by Engineer In charge. (Make: finolex or equivalent)
3
-
-
2.7.6) Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia. 10 metre openable length (total length 90m), having 50nos. Round per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I clips to retain horizontal, including necessary bolts or G.I barbed wire tied angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T)/Spring core (2.5mm thick) wire of high tensile strength of 165kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/meter (cost of M.S. angle, C.C. blocks shall be paid separately)
980
-
-
2.7.7) Providing and fixing tapered / parallel threaded couplers conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”, to reinforcement bars including threading, enlargement at connection by forging, rotecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer-in-Charge. (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made)
-
-
-
2.7.7.1) Coupler for 20 mm diameter reinforcement bar
175
-
-
2.7.7.2) Coupler for 25 mm diameter reinforcement bar
142
-
-
2.7.7.3) Coupler for 32 mm diameter reinforcement bar
117
-
-
2.7.18) Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
-
-
-
2.7.18.1) 150 mm dia RCC pipes.
374
-
-
2.7.18.2) 300 mm dia RCC pipes.
896
-
-
2.7.18.3) 450 mm dia RCC pipes.
73
-
-
2.7.18.4) 600 mm dia RCC pipes.
8
-
-
2.7.19) Providing and constructing inspection chamber of clear inner size 1200mm x 1500mm in 230 mm thick Brick Masonry wall up to depth 1m and 340mm thick from 1 m to 2m depth in cement mortar 1:4 (Bricks shall have minimum crushing strength of 5 N/sq.mm), with 20mm thick waterproof cement plaster in cement mortar 1:3 on outer faces and 12mm thick neat waterproof cement plaster in cement mortar 1:3 on inner faces including 200 mm minimum thick foundation and 150mm thk coping at top in concrete grade M15, plastering and cement rendering chamber bottom, making connections with inlet and outlet pipes, fixing approved quality RCC manhole cover with frame complete including excavation, backfilling, providing and embeding orange coloured safety foot rest of minimum 6 mm thick plastic encapsulation as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, at 300mm c/c, shuttering, de- shuttering, curing, scaffolding, dewatering if necessary
etc. complete as per drawing and as directed by Engineer- in-Charge for depth
-
-
-
2.7.19.1) Chamber depth up to 1.2 m, for M.D. (Medium duty) Covers & frames conforming to I.S. 12592 Part-I & Part-II. Note: Depth shall be measured from bottom of the chamber cover
12
-
-
2.7.20) Providing and constructing inspection chamber of clear inner size 1500mm x 1500mm in 230 mm thick Brick Masonry wall up to depth 1m and 340mm thick from 1 m to 2m depth in cement mortar 1:4 (Bricks shall have minimum crushing strength of 5 N/sq.mm), with 20mm thick waterproof cement plaster in cement mortar 1:3 on outer faces and 12mm thick neat waterproof cement plaster in cement mortar 1:3 on inner faces including 200 mm minimum thick foundation and 150mm thk coping at top in concrete grade M15, plastering and cement rendering chamber bottom, making connections with inlet and outlet pipes, fixing approved quality RCC manhole cover with frame complete including excavation, backfilling, providing and embeding orange coloured safety foot rest of minimum 6 mm thick plastic encapsulation as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, at 300mm c/c, shuttering, de- shuttering, curing, scaffolding, dewatering if necessary etc. complete as per drawing and as directed by Engineer- in-Charge for depth
-
-
-
2.7.20.1) Chamber depth more than 1m and up to 1.5 m, for M.D. (Medium duty) Covers & frames conforming to I.S. 12592 Part-I & Part-II.
Note: Depth shall be measured from bottom of the chamber cover
13
-
-
2.7.21) Supplying, fabricating and Erecting Chain Link fencing of G.I. mesh of size 50 x 50 mm diamond pattern of 4mm dia. GI wire and as per specifications and drawings, including providing and erecting 65 x 65 x 8 angle posts @ 2.4m C/C with cross support at every 8th pole and at corners, MS Angle 35mm x 35mm x 3mm thick at top and bottom of chain link with necessary U hooks, nuts and bolts, washers, total height of fencing @ 2.5m above ground including embedding the angle post in cement concrete block of size 0.45m x 0.45m x 0.6m of grade M15 (20mm downgraded), with necessary excavation, cleaning and preparing surface, applying one coat of red oxide zinc chromate primer and two coats of Synthetic Enamel paint after fabrication and touchup paint after erection if required of approved manufacture, brand, colour, shade etc. complete as directed by Engineer In Charge.
36
-
-
2.7.22) Providing, detailing, and fabricating as per specifications, transporting to site and erecting MS Swing type gate fabricated using MS Hollow pipe sections and GI Chain link fabric of size 50 x 50mm (diamond pattern with 4mm dia. of GI wire) including fixing bolts, nuts, washers, cleats, stiffeners, gussets and all necessary operations such as but not limited to straightening, bending, cutting, drilling, grinding, machining if specified, welding etc. complete including cleaning, Grinding and removing the welding burr and preparing surface and applying one coat of red oxide zinc chromate primer and one coat of Epoxy paint after fabrication and second coat of Epoxy paint after erection, with approved colour, shade and brand etc. including touching up with primer and paint etc. complete as directed by Engineer In Charge.
1327
-
-
2.7.23) Providing and spreading ballast using 80mm size stone metal for thickness of 100mm all complete as directed by Engineer In Charge.
16
-
-
2.7.24) Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
-
-
-
2.7.24.1) Two or more coats on new work
11
-
-
2.7.25) Providing, hoisting and fixing up to floor five level precast reinforced cement concrete perforated / non perforated covers with lifting hooks not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement, with M40 grade concrete.
0.3
-
-
2.7.26) FILTER MEDIA : Providing and filling following materials in layers for for filter media or where directed including lifting, loading, unloading, transporting, etc. complete as directed by Engineer In charge.
-
-
-
2.7.26.1) Coarse sand
4
-
-
2.7.26.2) Gravel 5 mm to 10 mm
4
-
-
2.7.26.3) Boulder 50 mm to 200 mm
4
-
-
2.8) BLOCK WORK
-
-
-
2.8.1) Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
17
-
-
2.8.1A) Providing and laying autoclaved aerated cement blocks Masonry of thickness 100mm with AAC blocks in proper line and level in superstructure above plinth level up to floor V level, in polymer adhesive as recommended by block manufactures or from saint gobain weber or leticrete make, including all scaffolding, staging, curing, all lifts, all labour, hire and fuel charges for all tools and plants employed etc. complete to the satisfaction of the Engineer-in-charge and as directed. Rate shall include providing Concrete Binders in proportion 1:2:4 (1 cement
: 2 Coarse sand : 4 Aggregates), 75mm thick reinforced with 2 nos. of 8 mm dia Fe 500 bars, RCC binders to be at every 1 metre interval from floor level. The rate to be inclusive of cost of reinforcement and formwork, cover blocks for reinforcement and all other incidental charges etc., all complete and as directed.
The rate shall also include closing the gap between the masonry and RCC beam / slab finished to required slope as directed by the Engineer-in-charge.
Note:- The width of the joints shall not exceed 10mm.
28
-
-
2.8.2) Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level, for each four floors or part thereof by mechanical means.
89
-
-
2.8.3) Providing and laying autoclaved aerated cement blocks masonry with 150mm/200mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineerin- Charge. (The payment of RCC band and reinforcement shall be made for seperately).
84
-
-
2.8.3A) Providing and laying autoclaved aerated cement blocks Masonry of thickness 150mm/200mm/230mm/300 mm with AAC blocks in proper line and level in superstructure above plinth level up to floor V level, in polymer adhesive as recommended by block manufactures or from saint gobain weber or leticrete make, including all scaffolding, staging, curing, all lifts, all labour, hire and fuel charges for all tools and plants employed etc. complete to the satisfaction of the Engineer-in-charge and as directed. Rate shall include providing Concrete Binders in proportion 1:2:4 (1 cement
: 2 Coarse sand : 4 Aggregates), 75mm thick reinforced with 2 nos. of 8 mm dia Fe 500 bars, RCC binders to be at every 1 metre interval from floor level. The rate to be inclusive of cost of reinforcement and formwork, cover blocks for reinforcement and all other incidental charges etc., all complete and as directed.
The rate shall also include closing the gap between the masonry and RCC beam / slab finished to required slope as directed by the Engineer-in-charge.
Note:- The width of the joints shall not exceed 10mm.
813
-
-
2.8.4) Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
2.8.4.1) Cement mortar 1:4 (1 cement : 4 coarse sand)
46
-
-
2.8.5) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level in all shapes and sizes in :
-
-
-
2.8.5.1) Cement mortar 1:4 (1 cement : 4 coarse sand)
83
-
-
3.0) PLUMBING WORKS
-
-
-
3.1) SANITARY WARES, FIXTURES, FITTINGS AND ACCESSORIES
-
-
-
Note: "All the Non DSR items should be as per technical specifications with all the necessary accessories as required for complete installation"
-
-
-
3.1.1) Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete including all necessary fittings and accessories, cutting and making good the walls and floors wherever required. Make:- Hindustan/ Hindware 20006 white or Hindware 21029 white or equivalent
-
-
-
3.1.2.1) W.C. pan with ISI marked white solid plastic seat and lid Polytuf 5006 or equivalent
36
-
-
Providing and fixing white vitreous china extended wall mounting water closet of size 560x350x390 mm of approved shape including providing & fixing white vitreous china concealed cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete including all necessary fittings and accessories, cutting and making good the walls and floors wherever required. Make:- Hindustan/ Hindware Dove 20080 (P 23.5) white & Hindware Concealo 80 or equivalent
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid Polytuf 5006 or equivalent
2
-
-
3.1.3) Providing and fixing of Oval Wash Basin Over Counter Basin Round (41.5 cm dia.), union & extension piece of required length and CP wall flange complete including all fittings and accessories,cutting and making good the walls/floors wherever required and as directed by the Engineer.All junctions shall be sealed with silicon sealant. Make Hindware 10102 or equivalent
36
-
-
3.1.4) Providing and fixing of 15 mm C.P brass pillar tap including 450mm long braided hose of approved make and quality, and as approved and directed by the Engineer, including all necessary fittings ,accessories & materials required for fixing.
Make Hindware F100001 or equivalent
36
-
-
3.1.7) Providing and fixing CP Bottle Trap for Wash basin and sink.
-
-
-
3.1.7.1) Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Make :- Hindware F850072 or equivalent
12
-
-
3.1.7.2) Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
Make Hindware F850073 or equivalent
12
-
-
3.1.8) Providing and Fixing 15 mm dia. two way CP brass bib cock with wall flange and ceramic disc cartridge complete , including cutting and making good the walls wherever required, making all necessary connections etc. All complete as directed by the Engineer.
Make :- Hindware F100004QT or equivalent
36
-
-
3.1.9) Supplying, Installing, Testing and Commissioning Health Faucet with 1200 mm Long CP Braided Hoses including connectors/wall hooks, adapters, GI nuts, bolts, washers, check nuts,C.P. brass two in one bib tap including necessary sleeve flanges, cock , angle valves and all other fittings/ accessories required for satisfactory installation complete. Make Hindware F160013 or equivalent
36
-
-
3.1.10) Providing and fixing of 15mm nominal bore CP Brass Angle valve confirming to IS: 8931, for wash basins, water coolers, geyser points, etc of approved quality and as approved by and directed by the Engineer. Make Hindware F850030 or equivalent
-
-
-
3.1.10.1) 15 mm nominal bore
50
-
-
3.1.11) Providing and fixing PVC Flexible Pipe connector with check nut and washer rubber ring for wash basin and sink and EWC cistern connection.
Make Hindware or equivalent
50
-
-
3.1.12) Providing and Fixing Chrome plated brass Liquid Soap Dispenser of approved make and quality, and as approved by the Engineer, including all necessary materials required for fixing. All complete as per directions of the Engineer.
Make Hindware or equivalent.
36
-
-
3.1.13) Providing and fixing toilet paper holder Make Hindware F880003 or equivalent
-
-
-
3.1.13.1) C.P. brass
36
-
-
3.1.14) Providing & fixing of C.P. brass twin coat hook. fixed to PVC cleats with C.P. brass screws etc inclusive of all fittings for installation as complete
Make Hindware (F880004)or equivalent
36
-
-
3.1.15) Providing and fixing towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
-
-
-
3.1.15.1) 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
Make Hindware-F880005 or equivalent
36
-
-
3.1.16) Supplying and fixing of 110mm dia straight type syphon uPVC WC pan connecter with neoprene rubber ring and necessary accessories etc., complete
36
-
-
3.1.17) Supply, erection & Commissioning in place of,Storage type WATER COOLER,with Purifier Capacity :120 Litres per hour inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge.
2
-
-
3.1.18) Providng and fixing of RO Unit inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge.
1
-
-
3.1.19) Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Make:- Nirali elegance or Apollo AS28, AS5 or equivalent
-
-
-
3.1.19.1) Kitchen sink without drain board
-
-
-
610x510 mm bowl depth 200 mm
1
-
-
3.1.19.2) Kitchen sink with drain board
-
-
-
510x1040 mm bowl depth 250 mm
9
-
-
3.1.20) Providing and fixing towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
Make :- Hindware F880007 or equivalent
16
-
-
3.1.21) Providing and fixing Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms. Make:- Hindware -F880011 or equivalent
20
-
-
3.1.22) Providing, fixing SS 20mm dia 1000 - 1200 mm long straight grab bar with flanges, fixed with SS screws complete for handicap toilet inclusive of all fittings for installation as complete
Make:- Hindware F880005 or equivalent
8
-
-
3.1.23) Providing and fixing of 15 mm dia wall mounted sink cock with mixer swivel spout inclusive of all fittings for installation as complete
Make -Hindware F100023QT or equivalent
1
-
-
3.1.24) Providing and fixing of 15 mm dia wall mounted sink cock with swivel spout inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge. Make :- Hindware F100024 or equivalent
8
-
-
Providing and fixing of 15 mm dia wall mounted sink cock with Normal swinging spout inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge. Make :- Hindware F120021 or equivalent
1
-
-
3.1.25) Providing and fixing Waste Coupling for wash basin and sink, of approved quality and colour Make : Hindware- F850023 or equivalent
-
-
-
3.1.25.1) Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms
18
-
-
3.1.25.2) Waste coupling 38 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms
16
-
-
3.1.26) Supplying, installing, testing and commissioning of CP single lever mixer unit comprising of shower arm , exposed kit, diverter, spout, complete with necessary wall flanges, etc., complete All complete as per directions of the Engineer-in-charge.
(Make :- Hindware Water Mixer F210012CP, Hindware F200028CP or equivalent)
35
-
-
Providing and fixing C.P. brass Single lever Divertor with Hot and cold inlets and outlets for spout and overhead shower with cast brass concealed part for the divertor unit of approved quality conforming to Manufacturers standards. Work to be completed as approved and directed by the Engineer.
Make-Hindware F440015 or equivalent
1
-
-
Providing & fixing C.P. Bath Spout with washer conforming to Manufacturers Standards. Work to be completed as per of approved Quality and as directed by the Engineer.
Make-Hindware - F440006 or equivalent
1
-
-
3.1.27) Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet inclusive of all fittings for installation as complete: Make Hindware - F160004 or equivalent.
-
-
-
3.1.27.1) 100 mm diameter
36
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet inclusive of all fittings for installation as complete: Make Hindware F160041 or equivalent.
-
-
-
200mm
1
-
-
3.1.28) Providing and fixing of Instant Electric Geyser 3 L inclusive of all fittings for installation as complete. All complete as per directions of the Engineer-in-charge.
36
-
-
3.1.29) Providing and fixing of Instant/storage Electric Geyser 10 L for Kitchen inclusive of all fittings for installation as complete. All complete as per directions of the Engineer-in-charge.
1
-
-
3.1.31) Providing and fixing white vitrious China water closet squatting pan (Indian type W.C. pan) of approved make and quality with integral foot rests setting in cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 stone agrregate 20 mm nominal size), including providing and fixing of 100 mm ceramic deep seal/ sand cast Iron P or S trap,with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Make Hindware 20070 or equivalent
-
-
-
3.1.31.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
1
-
-
3.2) SOIL, WASTE, VENT AND RAIN WATER PIPES
-
-
-
Note: "All the Non DSR items should be as per technical specifications with all the necessary accessories as required for complete installation"
-
-
-
Building Internal Drainage System
-
-
-
3.2.1) Supplying, Fixing and Testing uPVC pressure pipes (6 Kg/cm2) confirming to IS: 4985 for waste connection from wash basins and pantry sinks to floor trap/ anti syphonage pipe with solvent cement joints, including all the fittings, laid above false ceiling concealed in wall, etc., the work shall include wall chases and making good the same in cement mortar, etc., complete. The quoted rate should include necessary supports like GI hanger supports, GI grip bolts and GI clamps, etc., in false ceiling area as well as supplying and fixing GI slotted angle iron brackets, hangers, supports with necessary drilling holes to suit the insertion of pipe clamps, deburring, brickwork/ concrete supports etc., as per detailed drawing for supporting soil, waste and rain water pipes and water supply pipes in shafts with suitable GI clamps, GI bolts, anchor bolts, nuts and washers fixed on shaft walls outer walls, etc. The quoted rate shall include the cost of brackets galvanised with zinc alloy of 0.08 mm thick conforming to IS: 1239, etc., complete. The Rate shall also be inclusive of two coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification.
-
-
-
3.2.1.1) 50 mm dia ID
53
-
-
3.2.1.2) 40 mm dia ID
89
-
-
3.2.2) Supplying, Fixing and Testing uPVC soil, waste and vent pipes (SWR) confirming to IS: 13592 - 2013, and IS: 14735 Type B with rubber ring (confirming to IS: 5382) joint inclusive of all necessary specials like bends, tees, offsets, doorbends, junctions, cowls, etc., laid under floor/ fixed on walls, hung under the ceiling, and in pipe shafts, etc., complete. The quoted rate should include lead and lifting charges to all levels, necessary scafolding and supports like hanger supports, grip bolts and clamps and making good the openings, etc. The rate should include supplying and fixing GI slotted angle iron brackets, hangers, supports with necessary drilling holes to suit the insertion of pipe clamps, deburring etc., as per detailed drawing for supporting soil, waste and rain water pipes and water supply pipes in shafts with suitable fabricated GI clamps, GI bolts, GI anchor bolts, GI nuts and GI washers fixed on shaft walls outer walls, brick work/ concrete supports, etc. The quoted rate shall include the cost of brackets galvanised with zinc alloy of 0.08 mm thick conforming to IS: 1239, etc. complete. The Rate shall also be inclusive of 2 coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification.
-
-
-
3.2.2.1) 75 mm dia.
300
-
-
3.2.2.2) 110 mm dia.
689
-
-
3.2.3) Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
The Rate shall also be inclusive of two coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification
(i) Single socketed pipes
-
-
-
3.2.3.1) 75 mm diameter
98
-
-
3.2.3.2) 110 mm diameter
81
-
-
3.2.3.3) 160 mm diameter
125
-
-
3.2.4) Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
20
-
-
3.2.5) Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete.
20
-
-
Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work
160 mm Pipe
42
-
-
3.2.6) Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work
100 mm Pipe
27
-
-
3.2.7) Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work
75 mm Pipe
31
-
-
3.2.8) Providing and fixing of CI parapet drain for balcony rain water disposal. The CI parapet hopper shall be provided with galvanized grating and SS screws Size 100 x 280 mm
22
-
-
3.2.9) Supplying, Fixing and Testing uPVC Multi Floor Trap/ 'P' trap with SS grating with SS screw of size 125 mm x 125 mm, inlet 75 mm and outlet of 75 mm dia. bronze. Quoted rate shall include necessary uPVC pipe connector, extension pipe and reducing tee for waste pipe connections from wash and Kitchen area, etc. complete.
92
-
-
3.2.10) Supplying, Fixing and Testing SS Floor Cleanout cover with SS ring and SS screws with SS screws of size 125 mm x 125 mm for 82 mm diameter uPVC. Quoted rate shall include neccessary connector/ adapters for Soil/ Waste Pipe connections complete.
27
-
-
3.2.11) Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:
-
-
-
3.2.11.1) 100 mm inlet and 100 mm outlet
-
-
-
3.2.11.1.1) Sand cast iron S&S as per IS: 3989
3
-
-
3.2.11.2) 100 mm inlet and 75 mm outlet
-
-
-
3.2.11.2.1) Sand cast iron S&S as per IS - 3989
3
-
-
3.2.12) Supplying, fixing and testing CI 'P' trap with stainless steel floor grating 125 x 125 mm size, inlet and outlet of 100 mm dia.. Quoted rate shall include necessary GI pipe hopper for waste Pipe connections from wash and Kitchen Areas etc., including necessary fittings complete.
2
-
-
3.2.13) Supplying, fixing and testing uPVC floor trap (heavy duty hinged type) with brass CP frame & cover (150mm x 150mm). Trap of 100 mm dia. Inlet and 75 mm dia outlet with a seal of at least 23 mm for waste from wash basins and shower fixed on a bed of cement concrete etc.,
36
-
-
3.2.14) Supplying, Installing, testing & Commissioning UPVC Vent cowl as per IS 14735.
-
-
-
3.2.14.1) 75 mm Diameter
5
-
-
3.2.14.2) 100 mm Diameter
17
-
-
3.2.15) Providing and fixing ,jointing with lead free sealant for soil, waste and vent pipes including fittings etc for canteen kitchen drainage only :
-
-
-
3.2.15.1) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
-
-
-
100 mm dia
5
-
-
3.2.15.2) Centrifugally cast (spun) iron socketed pipe as per IS: 3989
-
-
-
75 mm diameter
10
-
-
3.3) INTERNAL BUILDING WATER SUPPLY SYSTEM
-
-
-
Note: "All the Non DSR items should be as per technical specifications with all the necessary accessories as required for complete installation"
-
-
-
3.3.1) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge.
-
-
-
Concealed work, including cutting chases and making good the walls, etc
-
-
-
NOTE: The pipe of sizes 50mm & below shall be of SDR-11 Class and pipe of sizes 65mm & above shall be of Sch-40.
-
-
-
3.3.1.1) 15 mm nominal outer dia pipes
200
-
-
3.3.1.2) 20 mm nominal outer dia pipes
175
-
-
3.3.1.3) 25 mm nominal outer dia pipes
95
-
-
3.3.1.4) 32 mm nominal outer dia pipes
18
-
-
3.3.1.5) 40 mm nominal outer dia pipes
3
-
-
3.3.2) Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) Pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer.
The Rate shall also be inclusive of two coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification.
-
-
-
Internal Work - Exposed on wall
-
-
-
NOTE: The pipe of sizes 50mm & below shall be of SDR-11 Class and pipe of sizes 65mm & above shall be of Sch-40.
-
-
-
3.3.2.1) 15 mm nominal outer dia pipes
88
-
-
3.3.2.2) 20 mm nominal outer dia pipes
215
-
-
3.3.2.3) 25 mm nominal outer dia pipes
180
-
-
3.3.2.4) 32 mm nominal outer dia pipes
125
-
-
3.3.2.5) 40 mm nominal outer dia pipes
104
-
-
3.3.2.6) 50 mm nominal outer dia pipes
68
-
-
3.3.2.7) 65 mm nominal outer dia pipes
155
-
-
3.3.2.8) 80 mm nominal outer dia pipes
10
-
-
3.3.3) Supplying and wrapping closed cell nitrile rubber armaflex 6mm thick tape for concealed piping & 19 mm thick tube for exposed piping for hot water pipes thermal insulation for toilet internals / roof as per manufacturer's instruction. The exposed pipes on roof shall be protected with aluminium cladding of 24 gauge sheet.
-
-
-
3.3.3.1) 15 mm dia
26
-
-
3.3.3.2) 20 mm dia
16
-
-
3.3.3.3) 25 mm dia
35
-
-
3.3.3.4) 32 mm dia
25
-
-
3.3.3.5) 40 mm dia
6
-
-
3.3.4) Supplying, Installing and Testing approved make forged brass ball valves full bore, threadconforming to IS: 1703 with all necessary fittings & accessories i.e, unions, connectors, adapters, PTFE tape etc., complete as directed & specified.
-
-
-
3.3.4.1) 15 mm nominal bore
0.5
-
-
3.3.4.2) 20 mm nominal bore
52.25
-
-
3.3.4.3) 25 mm nominal bore
39.25
-
-
3.3.4.4) 32 mm nominal bore
16.25
-
-
3.3.4.5) 40 mm nominal bore
12.5
-
-
3.3.4.6) 50 mm nominal bore
13.25
-
-
3.3.7) Providing and fixing C.I. butterfly valves , water end type class PN 1.6 as per I.S:13095 or BS:5155 with integrally moulded linear of nitrile or EPDM, SS Disc and lever operated including necessary nuts, bolts, gaskets, flanges etc. All complete and as per the directions of the Engineer
-
-
-
3.3.7.1) 80 mm dia
2.25
-
-
3.3.7.2) 65 mm dia
9.25
-
-
3.3.8) Providing & fixing Auto Air vent for cold water supply risers, suitable for pressure not less than 15 Kg/Sq.cm. including all accessories for satisfactory installation with necessary connecting 'fittngs like valves, flanges, nuts and bolts etc., complete.
-
-
-
3.3.8.1) 20 mm dia
19
-
-
3.3.9) Providing, fixing , testing and commissioning Digital Water Meter with all necessary fitting such as communication cable , threaded pieces, unions pressure gauge, isolation cock, flanges piece for future removal, flanges / unions complete with all necessary testing charges and obtaining test certificates from municipal authorities, on following size pipe lines (1 each strainer shall be provided at inlet, 2 nos isolation valves at inlet & outlet, 1 no NRV on outlet including concrete meter chamber with frames & cover / aluminium 22 gauges housing with cover & lock for internal meters. The meter shall comply to ISO 4064 standard, feasible for class B or Class A installation.Water meter shall communicate with DDC or PLC through open communication protocol such as RS-485, MODBUS, BACnet etc.Item including all accessories for satisfactory installation complete
-
-
-
3.3.9.1) 25mm dia
4
-
-
3.3.9.2) 40mm dia
2
-
-
3.3.9.3) 50 mm dia
1
-
-
3.3.9.4) 65 mm dia
1
-
-
3.3.10) Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:
-
-
-
3.3.10.1) With common burnt clay F.P.S. (non modular ) bricks of class designation 7.5
6.5
-
-
3.3.11) Supplying, Installing, testing & Commissioning pressure reducing station for cold water supply comprising of 2 Nos Gun Metal ball valves on inlet & outlet, 1 No pressure reducing valve with flanged connection, 1 No. `Y' strainer, 2 Nos Pressure gauge on inlet & outlet, and 1 No. 15 mm dia safety valve. The complete system is tested to a pressure not less than 15 Kg/Sq.cm and suitable to reduce the pressure upto 3 Kg/Sq.cm) Including flanges/ unions, nuts, bolts and washers complete as required.
-
-
-
3.3.11.1) 25 mm dia (Brass Housing - PRV)
1
-
-
32 mm dia (Brass Housing - PRV)
0.5
-
-
40 mm dia (Brass Housing - PRV)
0.5
-
-
3.3.11.2) 50 mm dia (CI Housing - PRV)
1
-
-
3.3.12) Supplying, Installing, testing & Commissioning in position electrically operated level sensor based solenoid valve with level electroeds for water tank inlet as shown in drawing & specified in specifiaction including weather proof housing,control panel, isolator, cables, accessories etc complete.Item including all accessories for satisfactory installation complete
-
-
-
3.3.12.1) 25mm dia
4
-
-
3.3.12.2) 40mm dia
3
-
-
3.3.12.3) 50 mm dia
2
-
-
3.3.12.4) 65 mm dia
1
-
-
3.5) CIVIL WORK (PHE Works)
-
-
-
3.5.9) Providing and fixing 600 mm long MS hot dip galvanized Puddle Flange ANSI B 16.5, 150# fabricated out of 6 mm thick MS plates of suitable size and pipe shall be confirming to IS:1239 heavy class pipes properly fixed in walls / top slab of tanks. The entire fittings shall be hot dipped galvanized after fabrication. Length shall be minimum 600 mm or wall thickness plus 200 mm on either side (which ever is more). Inclusive of all blank flanges as per detail design .Each Puddle shall be flanged on outer side for connection of pipe / fittings all complete as per directions of Engineer-In-Charge.
-
-
-
3.5.9.1) 250mm dia.
2
-
-
3.5.9.2) 200mm dia.
1
-
-
3.5.9.3) 150mm dia.
5
-
-
3.5.9.4) 100mm dia.
11
-
-
3.5.9.5) 80mm dia.
5
-
-
3.5.9.6) 65mm dia.
9
-
-
3.5.9.7) 50mm dia.
14
-
-
3.5.9.8) 40mm dia.
4
-
-
3.5.9.9) 25mm dia.
10
-
-
3.6) ELECTRICAL INSTALLATION FOR WATER
SUPPLY SYSTEM
-
-
-
3.6.5) CABLE TRAYS AND COVERS
-
-
-
3.6.5.1) Readymade 2500mm standard length, prefabricated , Ladder/perforated cable tray from 14 SWG MS sheet and then hot dip galvanised (with minimum thickness of 70 microns), of following sizes and associated accessories such as coupler plates, tees, elbow etc.50mm side flanges for perforated tray & 75mm side flanges for ladder type cable trays shall be provided on both sides of the tray. Sizes of cable trays to be decided by Bidder. Support for cable trays , Panel/DBs included in scope.
NOTE: The rates shall be inclusive of bends / tees / cable markers etc.
-
-
-
3.6.5.1.3) 150mm width Perforated tray
25
-
-
3.6.5.1.4) 75mm width Perforated tray
6
-
-
3.6.5.2) Readymade 2500mm standard length, prefabricated G. I. Cover (suitable for both ladder and perforated cable trays) from 14 SWG MS sheet and then hot dip galvanized for the following tray size & associated accessories such as coupler plates, tees, elbows etc.
25mm side flange shall be provided.
-
-
-
3.6.5.2.3) 150mm width Perforated tray
25
-
-
3.6.5.2.4) 75mm width Perforated tray
6
-
-
3.6.5.3) Cable tray supports, supporting frame for mounting of Swgr. Pnl. / control panels, etc. The supports shall be painted with 2 coats of red oxide primer and 2 coats of aluminium paint.Type of structural items required shall be ISMC 100, ISMC 75,ISA 50x50x6mm, ISA
65x65x6,ISA 40x40x3, MS plate 6mm, MS plate 10 mm or any other size as per requirement
0.25
-
-
3.6.6) EARTHING SYSTEM
-
-
-
Earthing system including supply, installation, testing and commissioning of G.I earthing strips/wires of following sizes to be laid in cable trays/on wall including jointing by welding, connecting to equipment, painting to welded portions by black bitumen paint .Necessary hardware is included in the scope. This includes earthing for Plumbing system equipments as per latest version of IS 3043. For outdoor areas excavation, backfilling and removal of excess soil etc. is included in scope.
-
-
-
3.6.6.1) 50 X 6 mm G.I. STRIP
8
-
-
3.6.6.2) 25 X 6 mm G.I. STRIP
8
-
-
3.6.6.3) 8 SWG GI WIRE
8
-
-
3.7) HOT WATER SYSTEM
-
-
-
3.7.1) Solar Hot Water System
Design, supply, installation, testing & commissioning solar hot water system in position, Alighning to correct position as per drawing, finishing, sealing, testing and commissioning of the approved make Solar Hot Water System confirming to IS 12933.
-
-
-
The scope for Solar system (Evacuated Tube Collector type) with ISI marked includes 125 Litre each thermosyphon/Forced flow system Collectors having insolation surface area 2.2 Sq. Mtrs., as per IS: 12933 of Bureau of Indian Standards, all gaskets and gromets,
M.S. vertical stand and base plate with two coats of primer and two coats of rubber paint, bolts and nuts for fastening with the Cement Concrete Base blocks, interconnecting medium Duty G.I. pipes with nitrile rubber insulation and 22 gauge Aluminum Sheet Cladding, pipe supports and clamps, gate valves, check valves, thermister valves, steam release valves, including temperature sensors and timer and wiring,flange blanks / plugs, etc complete as per direction of the Engineer-in- charge. Including Hot Water re-circulation Pump (1working+1standby), electrical pannel, control panel.
-
-
-
The scope also includes numbers of insulated stainless steel storage tanks (SS304) of capacity as mentioned in Schedul of quantity, including making inlet, outlet heavy gauge C.P. connection, temperature guages (at inlet and outlet of storage tank). The Storage Tanks duly painted with two coats of Red-Oxide and having Mineral Wool insulation, outer cladding of 22 guage Aluminum Sheet, control valves at inlet and outlet of Water tank, M.S. supports for the tanks with M.S. base plate, bolts and nuts for fastening the stands and support to Cement concrete blocks, testing the tanks and the entire hot water system at a constant water pressure of 5.0 Bar (50 Mtrs) each, testing of the entire system for a constant flow of hot water at 55 degree Celcius during peak winter when the Wet Bulb Temperature is 17.7 degree Celcius. All work complete as per direction of the Engineer-in- Charge,Item including all accessories for satisfactory installation complete. For capacities as follows.
-
-
-
3.7.1.2) 500 liters per day
1
-
-
200 liters per day
1
-
-
4.0) FIRE FIGHTING WORKS
-
-
-
4.2) HYDRANT SYSTEM & ACCESSORIES
-
-
-
4.2.1) Supply & installation of ERW black pipes (Piping as per Grade CT of Specification) comply to IS: 1239 (Class HVY upto 150 NB) & IS: 3589 Gr 410 for 200NB & Above ( from minimum 6mm thick for pipes upto 350 mm dia. and from minimum 8mm thick for pipes of 400 mm dia and above.) .Fittings shall comply to ASTM A105 & ASTM A234 Gr. WPB.Flanges shall be as per ASTM A105 & IS: 2062. Flanges shall be dimensionally as per ANSI B16.5, 150#. All other fittings ≤50NB shall be dimensionally as per ANSI B16.11, 3000# and 65 NB as per ANSI B16.9.Piping joints shall be socket welded to ANSI B16.11 for sizes ≤50NB and butt welded to ANSI B16.25 for 50NB.Welded joints shall be radiographed etc as per specification.
-
-
-
Above ground pipes shall be coated with 2 coats of red- oxide primer followed by 2 coats of post office red colour. After erection the entire piping system shall be hydro tested atat 1.5 times the working presure for 2 hours. At least 10% of all the welded joints shall be radiographically tested and half of the joints radiographed shall be field joints.Cost should be inclusive of all structural steel supports/clamps/brackets, anchor fastner etc as per /IS/TAC.
-
-
-
4.2.1.1) 15 NB
6
-
-
4.2.1.2) 25 NB
7
-
-
4.2.1.3) 50 NB
2
-
-
4.2.1.4) 80 NB
16
-
-
4.2.1.5) 100 NB
55
-
-
4.2.1.6) 150 NB
100
-
-
4.2.1.7) 200 NB
4
-
-
4.2.1.8) 250 NB
4
-
-
4.2.2) Underground pipes shall be laid 1 m below ground level and wrapped and coated as per IS: 10221.On completion of wrapping and coating 4 mm thk (1 coat) it shall be tested by holiday testing. After erection the entire piping system shall be hydro tested at 1.5 times the working presure for 2 hours. At least 10% of all the welded joints shall be radiographically tested and half of the joints radiographed shall be field jointsincluding excavation in all kind of soil, dewatering, making sand bed as per specification , backfilling, dewatering, ramming & removing the surplus excavated material and making good the same complete as required.
-
-
-
4.2.2.4) 150 NB
10
-
-
4.2.2.5) 200 NB
10
-
-
4.2.3) Supply & installation of S.S. Internal Hydrants conforming to IS 5290 (Type “A”) Hydrant valve shall have single outlet having 80 NB flanged inlet ,ss spindle controlled 63 NB female instantaneous outlet type coupling having twist release type lug; internal parts shall be of S.S. Including fixing with SS nut-bolt & washers flanged tappin. A cap with chain shall be provided on the outlet of the valve as per specification.
(Location : Internal fire hydrant)
9
-
-
4.2.4) Supply & installation of S.S External Hydrants conforming to IS 5290 (Type “A”) Hydrant valve shall have single outlet having 80 NB flanged inlet ,SS spindle controlled 63 NB female instantaneous outlet type coupling having twist release type lug; internal parts shall be of SS. Including fixing with SS nut-bolt & washers flanged tappin .A cap with chain shall be provided on the outlet of the valve as per specification.
(Location : External fire hydrant)
4
-
-
4.2.5) Supply & installation Fire hose cabinets , these cabinates shall be fabricated from 2.00 mm thick CRCA sheet with locking arrangement of size of hose cabinet shall be 750 mm x 600 mm x 250 mm the painting of the hose cabinet shall be post office red colour paint. Each hose cabinet shall accommodate two nos. of 15 Mt. Long hose-pipes and one no. of branch pipe with nozzle. The fire hose cabinet will have the legend “FIRE HOSE” painted prominently in the graphic style as per specification.
10
-
-
4.2.6) Supply & installation controlled percolating fire hose pipe (as per IS:8423) of 63 mm dia and 15 meter length rated for burst pressure of 35.7 Kg/sqcm. The hose shall be tested for flame resistance test in accordance to IS:8423. Hose shall be complete with ISI marked SS male & female coupling (IS:903) as per
specification.
25
-
-
4.2.7) Supply & installation of swinging type First Aid hose reel (IS 884 ) in post office red colour drum with 30 mts long and 19 mm dia REINFORCED RUBBER , 20 mm dia gate valve stop cock, (IS:778, class - II) terminating with G.M Coupling & nozzle of 6mm outlet with shut off valve confirming to IS 8090 - 1976 complete with socket for tap-off, drum and brackets (including painting) for installation on wall with anchor fastner, bolts & nuts as per specification.
12
-
-
4.2.8) Supply & installation of 63 mm dia instantaneous pattern branch short SS pipe, 20 mm dia nozzle conforming to IS 903, suitable for inter connection to hose pipe coupling complete as per specification.
15
-
-
4.2.9) Supply & installation of S.S 4 way fire water tank inlet connection with 4 Nos 63 mm dia. built - in Non- return valves instantaneous coupling type arranged on 150 mm dia. Pipe manifold and connected to Fire water
tank as per specification.
1
-
-
4.2.10) Designing, Supply and installation Orifice plate made out of stainless stand plate (thickness as per specification) for following size of pipe to reduce pressure upto 3.5 Kg/sqcm complete in all respects
15
-
-
4.2.11) Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
3
-
-
4.2.12) Providing & fixing of FRP 150kg duty manhole
cover with frame of 900 x 900 mm internal dia for valve chamber.
3
-
-
4.2.13) Supply & installation of lockable indoor type fire hose cabinet frames fabricated from 40 x 40 x 5 angle iron sections and 16 gauge MS sheet with full front glass door and locking arrangement, suitable to accommodate landing valve, 2 nos. 15 m long hoses, first-aid hose reel drum and branch pipe nozzle . The cabinet frame shall be painted with two coats of primer and two coats of post office red colour of approved Make and shade as per specifications (Approx 1.5 m (high) x 0.9 m (wide) X 0.2 m (width). The item shall be complete of MS housing with front door. (Cost shall be inclusive of providing break glass box containing key for the cabinet along with hammer).
6
-
-
4.2.14) Supply & Fixing of " J "type hooks supports made of 25 mm dia pipe to support 2 nos. 15 m long hoses and 01 No short branch pipe. Cost should be inclusive of required anchor fastner, nuts, etc.
12
-
-
4.3) VALVES
-
-
-
4.3.1) Supply & installation of Gate valve (of sizes 50NB & above) conform to IS 14846 and shall be of C.I to IS: 210 GR. FG 260 & flanged Ends shall be drilled to ANSI B16.5.Gate valve, in smaller sizes (≤50NB), shall be all bronze and confirming to IS:778 with screwed ends as per specification.
-
-
-
4.3.1.1) 50 NB
1
-
-
4.3.1.2) 80 NB
2
-
-
4.3.1.3) 100 NB
4
-
-
4.3.1.4) 150 NB
2
-
-
4.3.2) Supply & installation of Wafer Check Valves with cast iron body conforming to API 594 including rubber gasket, union, etc. complete as per specification.
-
-
-
4.3.2.1) 100 NB
2
-
-
4.3.3) Supply & installation of Air Release Valve for risers, suitable for pressure not less than 15 Kg/Sq.cm. as per specification
3
-
-
4.3.4) Supply & installation of globe valve confirming to IS: 778 with screwed ends.Valve body shall be hydro tested at 24 kg/sq.cm (g) and seat and back seat at 16 kg/sq.cm. (g). 15mm dia.
1
-
-
4.3.6) Supply, Installation, Testing & commissioning of C.I.flanged "Y" type Strainer (PN 1.6) with SS mesh, suitable flanges, nuts, bolts, washer, asbestos free
gaskets etc. as per specification.
-
-
-
4.3.6.1) 100NB
2
-
-
4.4) INSTRUMENTS
-
-
-
4.4.1) Supply & installation of pressure gauge(suitable for working pressure of (0-16 Kg/cm2(g)) of Stainless Steel with 6 inch phenolic dial (white dial with black numerals), 316 SS Bourdon tube, nylon movements and micrometer type adjustable aluminium pointer with accuracy of +/- 0.1% of span including accessories like siphons for steam services, snubbers for pump discharge applications and chemical diaphragm for corrosive and oil services and name plate, etc. Material of accessories shall be SS. IP65 degree of protection for enclosure.
Over range protection shall be 50% above maximum pressure. Armoured capillary of 15 M shall be provided as per specification.
1
-
-
4.4.2) Providing, fixing, testing and commissioning adjustable type pressures switches suitable for operating with hydrant and sprinkler systems for working pressure of 11Kg/cm² pressure including electrical wiring complete as required. The cost of electrical wiring will be included in this item. Vendor also need to submit the calibration certificate of Pressure switch as per specification.
2
-
-
4.4.4) Supply & installation of Float Switch switch as per specification.
1
-
-
4.5) SPRINKLER SYSTEM
-
-
-
4.5.1) Supply & installation of ERW black pipes(Piping as per Grade CT of Specification) comply to IS: 1239 (Class HVY upto 150 NB) & IS: 3589 Gr 410 for 200NB & Above ( from minimum 6mm thick for pipes upto 350 mm dia. and from minimum 8mm thick for pipes of 400 mm dia and above.) .Fittings shall comply to ASTM A105 & ASTM A234 Gr. WPB.Flanges shall be as per ASTM A105 & IS: 2062. Flanges shall be dimensionally as per ANSI B16.5, 150#. All other fittings ≤50NB shall be dimensionally as per ANSI B16.11, 3000# and 65 NB as per ANSI B16.9.Piping joints shall be socket welded to ANSI B16.11 for sizes ≤50NB and butt welded to ANSI B16.25 for 50NB.Welded joints shall be radiographed etc as per specification.
-
-
-
Above ground pipes shall be coated with 2 coats of red- oxide primer followed by 2 coats of post office red colour. After erection the entire piping system shall be hydro tested atat 1.5 times the working presure for 2 hours. At least 10% of all the welded joints shall be radiographically tested and half of the joints radiographed shall be field joints.Cost should be inclusive of all structural steel supports/clamps/brackets, anchor fastner etc as required.
-
-
-
4.5.1.1) 25 NB
400
-
-
4.5.1.2) 32NB
150
-
-
4.5.1.3) 40 NB
125
-
-
4.5.1.4) 50 NB
35
-
-
4.5.1.5) 65 NB
6
-
-
4.5.1.6) 80 NB
22
-
-
4.5.1.7) 100 NB
130
-
-
4.5.1.8) 125 NB
4
-
-
4.5.1.9) 150 NB
40
-
-
4.5.2) Supply Installation testing & commissioning of Pendant type sprinkler of 15 NB, Quartzoid bulb type 68 deg.standard Response, with adjustable escutcheon plate in SS 304 as per UL/FM Approved.
50
-
-
4.5.3) Supply Installation testing & commissioning of Side Wall sprinkler of 15 NB, Quartzoid bulb type 68 deg.standard Response, with adjustable escutcheon
plate in SS 304 as per UL/FM Approved.
2
-
-
4.5.4) Supply & installation of Corrugated SS-304 flexible sprinkler pipe droplet for 12 kg/ sq. cm. working pressure with 1/2" BSP threaded outlet & 1" BSP threaded inlet with reducer nipple, snap, clamp, T-bar bracket/all types of couplings etc. with necessary fitting complete as required as per UL/FM approved
-
-
-
4.5.4.1) 1500 mm length
280
-
-
4.5.6) Supply, Installation, Testing & commissioning of flow switch on sprinkler distribution header on each floor to be installed as per manufacturer specifications in an accessible location as per site, complete including wiring to monitor modules with potential free contact with 2 No. NONC as per the specification.Add following in description
1. The flow switches work at a triggering threshold bandwidth (flow rate) of 4 to 10 GPM.
2. The switch shall be able to trip and make / break contact on the operation of a single sprinkler head.
3. Flow switch shall have a paddle made of flexible and sturdy material of the width to fit within the pipe bore.
-
-
-
4.5.6.1) 150 NB
1
-
-
4.5.7) Supply, Installation, Testing & commissioning of CI butterfly valves as per BS5155/IS 13095 Hand lever operated type with required flanges, nuts, bolts,washer, asbestos free gaskets etc. complete
-
-
-
4.5.7.1) 50 NB
1
-
-
4.5.7.2) 80 NB
1
-
-
4.5.8) Supply Installation testing & commissioning of Upright type sprinkler of 15 NB, Quartzoid bulb type 68 deg.standard Response as per UL/FM Approved.
250
-
-
49) Providing, fixing including testing and commissioning of Drain valve & assembly with 2 nos. of ball valve, sight glass, 2" pipe & required fittings.
a) 50mm dia
2
-
-
4.6) FIRE EXTINGUISHERS
-
-
-
4.6.1) Supply, Installation, Testing & commissioning of Portable Fire extinguishers ((As per IS : 15683:2006) of following type & capacity complete.
-
-
-
4.6.1.3) 6 Kg Capacity Dry Chemical Powder(DCP) type
20
-
-
4.6.1.4) 4.5 Kg. CO2 Type
25
-
-
4.6.2) Supplying and Installation of sand filled fire buckets of 24 gauge galvanized steel sheet, standard 9 litre capacity and of round bottom shape, red outside and black on the bottom ,in scribed with letters “FIRE” in black and gold. Cost shall be inclusive of providing MS stand duly painted over a coat of primer
1
-
-
4.7) ELECTRICAL PANELS
-
-
-
4.7.2) LOCAL STARTER PANEL for Terrace Booster
Pump: 1 each
1
-
-
415V, 50Hz, Short circuit rating minimum 10kA/1Sec, Outdoor type with additional rain canopy, mounted on steel structural support stand/Wall mounted, IP-55, Bottom cable entry, With TP MPCB feeders, With DOL Starter, Associated indications/push buttons & other components/accessories as applicable. TYPE-2
Coordination shall be ensured for all motor feeders.
-
-
-
4.7.3) LOCAL PUSH BUTTON STATION (LPBS) for
Terrace booster pumps: 1 each
1
-
-
with On, Off, & Emergency Trip (LOCKABLE) Push
button, IP55 protection
-
-
-
5.0) HVAC SYSTEM
-
-
-
5.2) D X SPLIT UNITS
-
-
-
5.2.1) Split type Air-conditioners:
Supplying, Installing, testing and commissioning of minimum 5 Star, BEE rating (nominal capacity) Air- cooled split AC unit along with painted MS Stands for ODU & necessary support for IDU, cordless remore ,3- pin top with @ 2 RMT suitable size FRLS PVC power cable . The unit shall also be supplied with required voltage stabiliser of suitable rating to give constant output of 230V for input range of 180 V to 260 V with time delay, high/low cut off, meter to read input and output voltages, ON/OFF switches etc. as required and earthing etc. Unit shall be provided with auto timer setting, complete in all respect. Unit should be compatible with MODBUS system complete in all respect to opearte the unit via BMS for normal as wellas in standby mode.
-
-
-
5.2.1.2) High Wall Type : 1.5 TR
2
-
-
5.2.1.3) High Wall Type : 2.0 TR
2
-
-
5.2.1.3) Supplying, Installing, testing and commissioning of voltage stabilizer. The unit shall be suitable rating to give constant output of 230V for input range of 180 V to 260 V with time delay, high/low cut off, meter to read input and output voltages, ON/OFF switches etc. as required and earthing etc.
9
-
-
5.2.2) Copper Piping
-
-
-
5.2.2.1) Supply, fabrication, installation, testing of copper piping for above split unit with 13 mm thick nitrile rubber/ sleeve insulated. insulation shall be of Class "O" std.
The piping shall be measured as a Pair RMT for both liquid & Gas line.
35
-
-
5.3) VENTILATION SYSTEM
-
-
-
5.3.4) DUCT WORK
-
-
-
5.3.4.3) KITCHEN EXHAUST DUCT-
Supply, Fabrication, installation and testing of GI ducts - 18G thick including angle supports, channels, rods, anchor fasteners, Primary MS Painted Supports nuts- bolts-screws-rivets, gaskets, stiffners, turning vanes etc. in accordance with IS655 & approved shop drawings. Entire duct shall be fabricated at factory.
Entire ducting shall be insulated from out side using Rockwell insulation with density of 80 kg/Cum & thickness 50mm. Insulation material shall be inline with BS 476 part 4, 6 & 7.
Entire Ducting shall be pressure tested.
Ducting shall be provided with internal fire rated paint for 250deg c for 2 hours.
all ancillery works shall be fire rated. The optimum paint thickness shall be applied to achieve desired fire rating.
25
-
-
5.3.5) Supply, installation, testing and commissioning of G.I volume control duct damper complete with neoprene rubber gaskets, Nylone Gear ,nuts, bolts, screws, linkages, flanges etc, as per specifications
2
-
-
7.0) ELECTRICAL WORKS
-
-
-
7.1) RMU, HT PANELS, TRF, 4 POLE STRUCTURE
FOR 33 KV SYSTEM and BUS DUCTS
-
-
-
7.1.1) RMU
-
-
-
7.1.1.3) 4 POLE STRUCTURE
-
-
-
7.1.3.2) Laying of one number XLPE power cable of 33 KV grade of following size direct in ground through hume pipes including excavation and refilling the trench etc. as
required.
-
-
-
7.1.3.2.1) Above 120 sqmm and upto 400 sqmm
120
-
-
7.2) UPS SYSTEM & INVERTER
-
-
-
7.2.1) Supply,Transprtation, storing at site, shifting at work place, installation, Testing and commissioning of the following rating Modular type UPS/Inverter as per specifications and complete in all respects. The scope also includes supply, Installation, Testing and Commissioning of Sealed Maintenance Free lead acid Batteries complete with intercell connectors & copper cables, battery stand made out of Powder Coated MS Angles with adequate supports to carry the load of the batteries & also TVSS at the input of each UPS to protect against transients, surges & Noise as per the tender
specifications.
-
-
-
7.2.1.4) 2 KVA Digital True Sine wave inverter , Offline, 15 Min battery back, Input Voltage : 1 Ph 230 Volts,
±10% , Output : 1-Phase-230Volts, 50 Hz ± 2%
1
-
-
7.2.1.5) 1 KVA Digital True Sine wave inverter , Offline, 15 Min battery back, Input Voltage : 1 Ph 230 Volts,
±10% , Output : 1-Phase-230Volts, 50 Hz ± 2%
1
-
-
7.4) LT PANELS
-
-
-
7.4.1) Supplying, Installation, testing and commissioning of cubical type LT panel suitable for 415V, 3 Phase,4 wire 50 Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 2mm thick for frame work and covers (Panels having ACB as Incomer – FORM 4A and other Panels – FORM 3B), 3mm thick for gland plates i/c cleaning & finishing completed 7 tank process of powder coating in approved shade, having 60Amp capacity extensible type TPN Aluminium alloy bus bars of high conductivity,DMC/SMC bus bar supports,with short circuit withstand capacity for 1 sec, bottom base channel of MS section not less that 100 mm x 50mm x 5mm thick, fabrication shall be done transportable sections,entire panel shall have a common copper earth bar of size 50mmx6mm at the rear with 2 no's earth stud, solid connections from main bus bar to switchgears with required size of alunimium bus bars and control wiring FRLS PVC insulated copper conductor S/C cable alleys, cable gland plates in two half, i/c providing following switch gears: (with all necessary hardware, accessories as required for complete installation as per specifications and DWG:TCE.10106D-4000-AU-41901).
-
-
-
7.4.1.22) Boys Hostel Sub Panel
1
-
-
7.4.1.32) Residential Energy meters having class 0.1 accuracy of measurement inline with the electricity distribution company specifications and approvals for
loads less than 10 kw
3
-
-
7.5) MV / LV CABLING SYSTEM & ITS
TERMINATIONS, CABLE TRAYS AND RACEWAYS
-
-
-
The cabling work includes Supply, handling (shifting from place of unloading to place of storage & shifting from place of storage to place of installation including insurance), installation, testing, commissioning & performance demonstration of LV Cables of following sizes to be laid buried in ground / through hume pipes or ready made RCC trenches/ laid on cable trays or pipe rack. Civil work such as excavation and back filling with sand & brick/ RCC tile/ semi-circle hume pipe protection etc., Cable trays with supports are measured separately. Miscellaneous items such as cable dressing accessories like nylon tie, Aluminium clamps, GI cleats, cable tags, etc. are included in the scope. Removal of empty drums, cartons and making the site normal as instructed by Employer/ client is included in scope. Installation of cables involves working at heights in the range of 8 to 12 meters. Use of Cherry piker/Scissor Lift & other necessary safety gears arrangements for working at this height shall be included in the scope of installation contractor.
-
-
-
7.5.2) Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
-
-
-
7.5.2.1) 3.5 C x 70 Sqmm(38mm)
8
-
-
7.5.2.2) 3.5 C x 120 Sqmm(45mm)
8
-
-
7.5.2.5) 4 C x 16 Sqmm(28mm)
70
-
-
7.5.2.6) 4 C x 25 Sqmm(28mm)
75
-
-
7.5.3) Supply, loading, transportation unloading at site, storages at site, shifting from storage place to site and laying of following sizes of XLPE insulated PVC(Type ST-2) inner sheathed & FRLS outer sheathed, Aluminium conductor galvanized steel round wire/ flat strip armoured power cable of 1.1 KV grade conforming to IS amended upto date and as per specifications.
-
-
-
7.5.3.1) 3.5 C x 70 Sqmm
350
-
-
7.5.3.2) 3.5 C x 120 Sqmm
380
-
-
7.5.2.5) 4 C x 16 Sqmm
800
-
-
7.5.2.6) 4 C x 25 Sqmm
1600
-
-
7.5.4) Supply, loading, transportation unloading at site, storages at site, shifting from storage place to site of following sizes of XLPE insulated PVC(Type ST-2) inner sheated & FRLS outer sheathed, Copper conductor galvanized steel round wire/ flat strip armoured power Cable of 1.1 KV grade conforming to IS amended upto date and as per specifications.
-
-
-
7.5.4.1) 3C x 2.5 Sqmm
300
-
-
7.5.4.2) 4 C x 10 Sqmm
1000
-
-
7.5.4.3) 4 C x 4 Sqmm
275
-
-
7.5.5) Cable end termination with brass double compression gland and Copper lugs for following size of XLPE insulated and PVC sheathed copper condutor cable of 1.1kV grade as required with earthing.
Miscellaneous items like cable lugs, G.I nut - bolts and
G.I washers, consumables and other hardware materials as required to make the installation complete, are in the scope. All G.I Nut, bolt and washers shall be HDGI with 80 micron.
-
-
-
7.5.5.1) 3C x 2.5 Sqmm
50
-
-
7.5.5.2) 2C x 4 Sqmm
2
-
-
7.5.5.5) 4 C x 10 Sqmm (25mm)
55
-
-
7.5.5.6) 4 X 4 sq. mm
25
-
-
7.5.6) Supply, loading, transportation unloading at site, storages at site, shifting from storage place to site of following sizes of XLPE insulated PVC(Type ST-2) inner sheated & FRLS outer sheathed, Copper conductor unarmoured power Cable of 1.1 KV grade conforming to IS amended upto date and as per specifications.
-
-
-
7.5.6.3) 2C x 4 Sqmm
50
-
-
7.6) DISTRIBUTION BOARDS
-
-
-
7.6.1) Supplying and fixing prewired SP MCB DB : Supplying and fixing following way single pole and neutral, sheet steel MCB distribution board 240 volts on surface/recess, complete with tinned copper bus bar, neutral bus bar , earth bar , din bar , interconnections , power painted including earthing etc. as required. (But without MCB / RCCB / Isolator ).
-
-
-
7.6.1.1) 8 Way ,Double Door
1
-
-
7.6.2) Supplying and fixing following way,horizontal type three pole and neutral,sheet steel,MCB distribution board, 415 Volts, on surface/recess,complete with tinned copper busbar,neutral busbar,earth bar,din bar,interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
7.6.2.1) 4 way (4 +12), Double door
1
-
-
7.6.2.2) 6 way (4+18), Double door
1
-
-
7.6.2.3) 8 way (4+24), Double door
2
-
-
7.6.7) Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc.
as required.
-
-
-
7.6.7.2) 125 Amp, 16 KA
1
-
-
7.6.8) S/F 'C' Curve , SP MCB : Supplying and fixing 5 amps to 32 amps, rating, 240/415 volts, 'C' Curve , miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
7.6.8.1) Single Pole
300
-
-
7.6.8.2) Double pole
4
-
-
7.6.8.3) Triple pole
200
-
-
7.6.8.4) Triple pole and neutral
10
-
-
7.6.9) S/F SP MCB blanking plate : Supplying and fixing
single pole blanking plate in the existing MCB DB complete etc.as required.
8
-
-
7.6.10) S/F SPN RCCB :Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
7.6.10.2) 40 amps
2
-
-
7.6.11) Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
7.6.11.2) 40 amps
5
-
-
7.6.12) Supplying and fixing 63 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning
etc. as required.
-
-
-
7.6.12.1) Single Pole and Neutral
1
-
-
7.6.12.2) Double pole
1
-
-
7.6.12.3) Triple pole
1
-
-
7.6.12.4) Triple pole and neutral
5
-
-
7.6.13) Supply & installation of wall/Column/Structure mounted MCB / MCCBs/ ISOLATOR with Rittal make enclosure with IP20/IP65 protection for incoming and outgoing power cable of suitable ratings
-
-
-
7.6.13.1) 6A SPN,10 kA, "C" curve, miniature circuit
breaker, IP20
1
-
-
7.6.13.2) 6A SPN,1,10 kA, "C" curve, miniature circuit
breaker, IP65
1
-
-
7.6.13.3) 16A SPN,10 kA, "C" curve, miniature circuit
breaker, IP20
5
-
-
7.6.13.4) 16A SPN,10 kA, "C" curve, miniature circuit
breaker, IP65
9
-
-
7.6.13.5) 63A TPN,16 kA, MCB, IP20
20
-
-
7.6.13.6) 63A TPN,16 kA, MCB, IP65
8
-
-
7.6.14) LOCAL DOL STARTER PANEL
-
-
-
7.7) POINT WIRING AND ACCESSORIES
-
-
-
7.7.1) Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as
required.
-
-
-
7.7.1.1) Group B
20
-
-
7.7.2) Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as required.
8
-
-
7.7.3) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for
loop earthing as required.
70
-
-
7.7.4) Wiring for light/ power plug with 4X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
45
-
-
7.7.5) Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
-
-
-
7.7.5.1) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
35
-
-
7.7.5.2) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
450
-
-
7.7.5.3) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
800
-
-
7.7.6) Wiring for light point/fan point/call bell point with 1.5 sq. mm., FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit with modular switch,modular plate,suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc as required.
-
-
-
7.7.6.1) Group B
350
-
-
7.7.7) Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch,modular plate,suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
50
-
-
7.7.8) Wiring for light/power plug with 2X4 sq. mm., FR PVC insulated, copper conductor, single core cable in surface/recessed medium class PVC conduit, along with 1 no. 4sq.mm., FR PVC insulated, copper conductor single core cable for loop earthing as required.
220
-
-
7.7.9) Wiring for Circuit/Submain Wiring alongwith earth wire with the following sizes of FR PVC insulated, copper conductor,single core cable in surface/recessed medium class PVC conduit, as required.
-
-
-
7.7.9.1) 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire
400
-
-
7.7.9.2) 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire
950
-
-
7.7.10) Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1 .5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. (Group C)
10
-
-
7.7.11) Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
7.7.11.1) 32 mm
10
-
-
7.7.12) Supplying and fixing of following sizes of Heavy duty PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
7.7.12.1) 32 mm
10
-
-
7.7.13) Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
7.7.13.1) 5/6 amps switch
150
-
-
7.7.13.2) 2 way 5/6 amps switch
10
-
-
7.7.13.3) 15/16 amp switch
15
-
-
7.7.13.4) 20 amp switch
7
-
-
7.7.13.5) 3 pin 5/6 amp socket outlet
150
-
-
7.7.13.6) 6 pin 15/16 amp socket outlet
15
-
-
7.7.13.7) 20/25A Socket outlet for Split AC
5
-
-
7.7.13.8) Bell push
5
-
-
7.7.13.9) 2 Nos of 6A sockets controlled by 1 No of 16A switch for Workstations
55
-
-
7.7.13.10) Supply and Installation of Reputed make Door bell
5
-
-
7.7.13.11) Supplying and fixing PVC batten/ angle holder including connections etc. as required.
10
-
-
7.7.14) S/F Modular Type Blanking Plate : Supplying and fixing modular blanking plate ,on the existing modular plate & switch box excluding modular plate etc. as required.
12
-
-
7.7.15) S/F GI Box along with modular plate: Supplying and fixing following size /modules, GI box along with modular base & cover plate for modular switches in recess etc as required.
-
-
-
7.7.15.1) 1 or 2 Module(75mmx75mm)
20
-
-
7.7.15.2) 3 Module (100mmX75mm)
250
-
-
7.7.15.3) 4 Module (125mmX75mm)
7
-
-
7.7.15.4) 6 Module (200mmX75mm)
2
-
-
7.7.15.5) 8 Module (125mmX125mm)
15
-
-
7.7.16) Supply & fixing following modular base and cover plate for modular switches in recess etc as required.
-
-
-
7.7.16.1) 1 or 2 Module
20
-
-
7.7.16.2) 3 Module
250
-
-
7.7.16.3) 4 Module
7
-
-
7.7.16.4) 6 Module
2
-
-
7.7.16.5) 8 Module
15
-
-
7.7.17) Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin , 5/6 Amps modular socket outlet and 5/6 Amps modular switch , connection
etc . as required .
150
-
-
7.7.18) Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin , 15/16 Amps modular socket outlet and 15/16 Amps modular switch ,
connection etc . as required .
15
-
-
7.7.19) Supplying and fixing call bell/ buzzer suitable for
single phase,230 Volts, complete as reqired.
4
-
-
7. 7.20) Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
7. 7.20.1) Group B
35
-
-
7.7.21) Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32amps 415 volts "C" curve TP MCB complete with connections, testing and commissioning etc. as required.
1
-
-
7.7.22) S/F 20 A SPN MCB industrial socket outlet : Supplying and fixing 20 Amps, 240 Volts, SPN, industrial type socket outlet, with 2 pole and earth metal enclosed plug top along with 20 Amps, C-Curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required.
25
-
-
7.7.27) S/F 20 A TPN MCB socket outlet : Supplying and fixing 20 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth along with 20 Amps, C- Curve, TPN MCB, in weather proof enclosure/Floor Junction Box, on surface or in recess, and complete with connections, testing and commissioning etc. as required. (Weather Proof Type)
1
-
-
7.7.28) S/F 30 A TPN MCB socket outlet : Supplying and fixing 30 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth along with 30 Amps, C- Curve, TPN MCB, in weather proof enclosure/Floor Junction Box, on surface or in recess, complete with connections, testing and commissioning etc. as required. (Weather Proof Type)
1
-
-
7.8) CABLE TRAYS AND RACEWAYS
-
-
-
7.8.1) Supply, Installation, testing and commissioning of hot dip GI PERFORATED TYPE Cable Trays with accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. along with necessary supporting frame, members, angles, clamps etc. of following width. The cost of installation shall include connection, bolting, cutting, finishing etc.
-
-
-
7.8.1.3) 300 mm width x50 mm depth x 1.6 mm thick
7
-
-
7.8.1.4) 150 mm width x50 mm depth x 1.6 mm thick
7
-
-
7.8.1.5) 100 mm width x50 mm depth x 1.6mm thick
7
-
-
7.8.1.6) 75 mm width x50 mm depth x 2 mm thick
15
-
-
7.8.2) Supply, Installation, testing and commissioning of white colour powder coated PERFORATED TYPE Cable Trays with accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. along with necessary supporting frame, members, angles, clamps etc. of following width. The cost of installation shall include connection, bolting, cutting, etc.
-
-
-
7.8.2.3) 300 mm width x50 mm depth x 1.6 mm thick
100
-
-
7.8.2.4) 150 mm width x50 mm depth x 1.6 mm thick
125
-
-
7.8.3) Supply, Installation, testing and commissioning of hot dip GI LADDER TYPE Cable Trays with accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. along with necessary supporting frame, members, angles, clamps etc. of following width. The cost of installation shall include connection, bolting, cutting, etc.
-
-
-
7.8.3.2) 600 mm width x75mm depth x 2.0 mm thick
50
-
-
7.8.3.3) 300 mm width x75 mm depth x 1.6 mm thick
30
-
-
7.8.4) GI Raceways:
-
-
-
Supply, fixing, laying and embedding in underfloor GI raceway of following sizes complete with all accessories including neoprene gasket in joints ,cutting the floor and jamming the raceway with all necessary hardware (including civil works) as required.
-
-
-
7.8.4.1) 50 x 38 x 1.6mm
35
-
-
7.8.4.2) 100 x 38 x 1.6mm
25
-
-
7.8.5) Junction box, 14 SWG CRCA powder coated, detachable access plate at four sides. Top cover shall be easily accessible for maintenance & included in scope. The required floor cutting for raceway & junction box shall be included in scope. All the junction boxes shall be provided with additional 3mm thick stainless steel (SS) plate above the junction box.
-
-
-
7.8.5.1) 50 X 50 X 50 mm (LxWxH)
25
-
-
7.8.5.2) 100 X 100 X 50 mm (LxWxH)
10
-
-
7.8.5.3) 150 X 150 X 50 mm (LxWxH)
10
-
-
7.9) EARTHING SYSTEM
-
-
-
Supply & installation of Earth conductor of the following sizes to be buried in ground (Min 600mm but could be extended to 1500mm below ground as per site conditions to overcome the crossovers with other utilities) / in cable trays / Trenches / on wall / columns / trusses / inside pvc or hume pipes including cutting, drilling, tapping, jointing by welding, connecting to equipments, painting to welded portion by black bitumen paint and with all necessary GI hardware. Copper strips shall be brazed and layed in sleeves. For Lightning protection fixing of 25x6 mm GI earth strip to PEB roof using necessary clamping arrangement is included in Electrical contractor's scope & necessary co- ordination with PEB vendor shall be ensured by Contractor. Similarly for Roof slab/Parapet wall including vertical air termination system etc. all the necessary accessories such as cleating, saddling etc. shall be included in Electrical Contractor's scope. For outdoor areas earthing laying installation prices shall be inclusive of excavation, backfilling and removal of excess soil, compacting etc. Insulator base for strips running on wall and floor.
-
-
-
7.9.1) G.I. earth pipe electrode with Salt/Charcoal : Earthing with GI earth pipe 4.5 Mtr long , 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke & salt as required.
10
-
-
7.9.2) G.I. earth pipe electrode with Salt/Charcoal : Earthing with GI earth pipe 6 Mtr long , 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke & salt as required.
1
-
-
7.9.3) Required number of Test Earth pits as per CEIG specific requirements 100 mm Internal Diameter, 13 mm thick 3000 mm long CI pipe (Class B or better) earth electrode as per IS 3043. The earth pit shall be provided with 75 x 12 mm GI Strip up to chamber, disconnecting links with 500 x 500 mm (clear) brick chamber & 3mm thick CI chequered plate cover with hinge. Removal of excess soil is included in the scope.
1
-
-
7.9.4) Providing and fixing 25mm X 5mm GI strip on surface or in recess for connections etc. as required.
600
-
-
7.9.5) Providing and fixing 8 SWG GI wire.
300
-
-
7.9.6) Copper earth plate electrode : Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal/coke and salt as required.
3
-
-
7.9.7) Supplying and fixing earth bus of 50mmx10mm GI strip on surface or in recess for connections etc. as required.
175
-
-
7.9.9) Providing and fixing 25mm X 5mm CU strip on surface or in recess for connections etc. as required.
25
-
-
7.10) LIGHTNING PROTECTION SYSTEM
-
-
-
7.10.1) Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
10
-
-
7.10.2) Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck,nuts and spring washers etc. complete as required.
25
-
-
7.10.3) Providing and fixing 25mm X 5mm GI strip on surface or in recess for connections etc. as required.
300
-
-
7.10.4) Providing and fixing 25mm X 6 mm GI strip on surface or in recess for connections etc. as required.
18
-
-
7.11) LIGHT FIXTURES AND FANS
-
-
-
7.11.1) S/F Modular Type Electronic Fan Regulator : Supplying and fixing stepped type electronic fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
96
-
-
7.11.2) Providing and fixing extra conduit down rod of 20 mm dia, 2X10 cm length wiring with 2 X 1.5 sq. mm FR PVC insulated, copper conductor, single core cable including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)
96
-
-
7.11.3) Ceiling Fan : Installation ,testing and commissioning of ceiling fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated ,copper conductor ,single core cable etc.as required.
1200 mm Sweep size, min 340 RPM and Off white color.
96
-
-
7.11.4) Ceiling Fan : Supply of ceiling fan with 1200 mm Sweep size, min 340 RPM and Off white color.
96
-
-
7.11.5) Supplying and fixing extra down rod of 10 cm length G.I. pipe ,15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)
25
-
-
7.11.6) Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)
25
-
-
7.11.7) Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.
250
-
-
7.11.8) Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
-
-
-
7.11.8.1) Upto 450 mm sweep
25
-
-
7.11.9) Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
60
-
-
7.11.13) LIGHTING FIXTURES: Supply , unloading, handling (shifting from place of unloading to place of storage & shifting from place of storage to place of installation including insurance), installation, testing, commissioning & performance demonstration of luminaries including electronic or electromechanical ballast, control gear, capacitor, terminal connectors, lamp and other accessories as specified below. The luminaries shall be as per the details indicated in Technical specifications and data sheets. Rates quoted shall also include the installation of lighting fixtures, mounting & supporting heavy duty GI pipe/MS angle, down rod, supporting chain, SS hardware, clamps/ connectors & all other accessories required for proper fixing of the lighting luminaries. Supply of flexible metal conduit from junction box to fixture control gear box & up to fixture is included in the scope. All necessary 0.75 kV, 3Cx2.5 sq.mm PVC FRLS multi-stranded Copper conductor flexible cable from junction box to fixture control gear box & up to fixture, assembly of fixture & integral wiring of fixture & terminations are included in the scope. Note: Catalogue numbers indicated are only to describe type of light
-
-
-
7.11.13.1) Integral LED 4 ft luminaire with diffuser for smooth light distribution and IP20. The luminaire should have a color consistency SDCM 5, CRI 70 and CCT of 6500K/5700K.Luminaire shall be designed to emit at least 4000 nominal lumens at a system efficacy of atleast 100 lumen/watt and system wattage of minimum 34W. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. The electronic driver used shall have a power factor 0.95 and THD 10% and suitable for an operationg voltage range of 140-270V AC. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Similar to Phillips make BN308C LED40S-6500 L120 PSU WH/ Bajaj make BCLAB 40W LED / Havells make STOUTPLUS1200BS40WLED857SPCWH
120
-
-
7.11.13.2) LED Recessed Downlighter with a nominal system lumen output of 1200 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. The luminaire should have a color temperature of 6500K/5700K and CRI80. The luminaire shall meet IP20 rating with THD10% and PF 0.9. The luminaire optics shall have a high efficiency diffuser. The total power consumption should not exceed 12W (including driver).Similar to Philips Make GREENPERFORM "Philips DN 393B LED12S-6500 PSU WH"/ Bajaj Make BZSLO 12W WH PRO/Havells make INTEGRANEODLR10WLED857S
55
-
-
7.11.13.3) LED 2x2 luminaire with CRCA housing suitable with fully diffused diffuser for general lighting in office areas. The luminaire should have CRI 80 and CCT of both 6500K/5700K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 3600 nominal lumens and efficacy of atleast 110 lumen/watt and Minimum system wattage of 31 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. The electronic driver used shall have a power factor 0.95 and THD 10%. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Similar to Philips RC380B LED36S-6500 G4 L60 W60/ Bajaj make BZRSQL GX 34W CW/ Havells make VENUSNEOHE2X2PLR18-42WLED857MOD
10
-
-
7.11.13.4) Dust and waterproof, IP65 LED Batten with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. The luminaire should have a color temperature of 6500K/5700K and CRI80. The luminaire shall meet IP65 rating with THD 10% and PF 0.95. The luminaire housing shall have silicone gasket material and UV Stabilized Diffuser. The total power consumption should not exceed 40W (including driver). Similar to Philips Make SMARTBRIGHT Waterproof "WT201C LED40S-6500 PSU L120 "/ Bajaj make BIPC 40W LED XE/ Havells make MAGNUMGRANDNEOIP6636WLED857SPC
20
-
-
7.11.13.8) LED 2ft Batten with a nominal system lumen output of 1000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI80. The luminaire shall meet IP20 rating with THD 10% and PF 0.95. The luminaire housing should made of aluminimu with a PC glossy diffuser. The total power consumption should not exceed 10W (including driver). Similar to Philips Make ENDURALED BATTEN "BN 021 LED10S- 6500 PSU GR S1"
50
-
-
7.11.13.9) Surface Mounted 12 W LED Downlight with the folowing Specifications, CCT-3000K, CRI 70, High Quality Diffuser, and Constantc current Integrated Driver, Similar to Bajaj make: BGSLO SLEEK SURFACE 12 WH
RD for Toilets
30
-
-
7.11.13.10) LED Bulkhead with a nominal system lumen output of 700 lumens and a minimum system efficacy of 105 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI 80. The luminaire shall meet IP65 rating and IK 08 rating with THD 10% and PF 0.9. The luminaire housing should made of High pressure die cast Aluminium with polycarbonate front diffuser. The total power consumption should not exceed 6.5W (including driver). Similar to Philips Make VISTAGLOW BULKHEAD "WT202W LED6S NW PSU S2 PC"
35
-
-
7.11.13.11) Recessed Mounted LED Step Light fitting made of die cast aluminum Housing , Life of fixture (Including Driver) : 25K Hrs. @ L70B50 Lumen maintenance, CCT up to WW, CRI 80, PF 0.90 , an operating Voltage Range of 140 - 270 V. Minimum system Lumens 35. Luminaire Must be having IP67 & IK 10 Impact rating covered with front toughend glass.
Similar to Philips make - BWG150 LED50/WW PSU 220- 240V IP67 7043 / Bajaj Make ------- / ------
10
-
-
7.11.13.13) Surface mounted LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 105 lm/W. The luminaire shall have a rated system lifetime of 40,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI80. The luminaire shall meet IP20 rating with THD 10% and PF 0.95. The luminaire housing should made of CRCA with a PC glossy diffuser. , IP20, industrial LED type fitting with batten & electronic driver. luminaire & lamp shall be Philips make 1*20W ENDURA LED batten BN108C LED 20S PSU CDL WH Diffused /6500 batten. (lumen output
= 2000 lumen/lamp)
30
-
-
7.12) LIFT
-
-
-
7.12.1) Vendor shall refer data sheets and technical specification for quoting. vendor shall submit the confirmation of same. Each elevator shall be complete with all fittings and accessories as detailed in specifications, data sheet-A etc. Deviations from the specifications, data sheets, etc. shall be brought to purchaser’s notice at the time of bid submission only. No price & delivery implication will be given afterwards. All these Elevators (Passenger+Goods) shall be suitable for floor extensions up to 2 floors in future.
-
-
-
Design, detailed engineering, preparation of construction drawing, manufacture, acceptance testing at manufacturer’s works, supply, packing, forwarding and delivery from place of storage/ manufacturer’s works to erection site ( in case of imported goods - cost should be inclusive of loading, sea freight, supply material at indian port near site, port/custom clearance, insurance etc.
Bidder to indicate all GST/tax/duty heads accordingly.) including transit insurance, unloading, storage at site, handling, assembly, erection, testing, installation, commissioning, including obtaining statutory approvals, lift licence and performance demonstration of following passenger lifts as per specification requirments. The lift well lighting and maintainance power supply, distribution shall be in lift vendor scope. These Lifts shall meet the requirement of fire lift specification / standards wherever applicable.
-
-
-
7. 12.1.3) Passenger Lifts having 13 persons( 1020 kg) capacity with 1.75 m/s speed, Machine Room Less (MRL) design with all necessary accessories, equipments as per Data sheets and specifications for serving to G+5 storey buildings (for Boys hostel). These Lifts shall meet the requirement of fire lift specification / standards.
1
-
-
7.13) MISCELLANEOUS ITEMS
-
-
-
7.13.1) Excavation for cable trenches in soft soil, depth upto 1.2 m including dressing of sides lift upto 1.5m, including getting out the excavated soil , refilling with sand and or good soil after laying of cable / pipe etc. in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed , with a lead of 50 meters.
120
-
-
7.13.2) Excavation of cable trenches in hard rock not exceeding 1.5 meters in width, and lift upto 1.5 metres, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 metres.
10
-
-
7.13.3) Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc. as required
-
-
-
7.13.3.1) 50 mm dia
5
-
-
7.13.4) Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc
as required.
-
-
-
7.13.4.1) 150 mm dia
15
-
-
7.13.4.2) 300 mm dia
50
-
-
7.13.5) Supply, fabrication and installation of cable tray supports, supports for cable trench covers, supporting frame for mounting of control panels, supports for mounting of local control station, Main Electrical Panel, lighting panel, lighting fixture etc. with 2 coats of enemel primer and 2 coats of epoxy paint. Note - The rates shall be inclusive of grouting of supports , Anchor fastner, welding rods, nut, bolts, clamps,and any other consumable which required to complete the works.
1
-
-
7.13.5.1) Supplying and fixing cable route marker with 10 cm X 10 cm X 5mm thick G.I. plate with LT inscription there on, bolted / welded to 35mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.
10
-
-
7.13.6) Supply and filling of sand bed in excavated
trenches for directly burried cables
25
-
-
7.13.7) Burnt Bricks of 225 x 100 x 75 mm.( For LV
Burried Cable Protection)
1250
-
-
7.14) SAFETY EQUIPMENT
-
-
-
7.14.13.1) Supply and Installation of Minimum 2 Hrs continuous fire rated fire sealants / barriers for openings due to electrical shaft / Cable trays / Hume pipes / Metal pipes / Conduits by framing and fixing of FM approved composite sheet on both sides of openings and filling of space inside by means of non combustible material. In addition reusable FM approved moldable putty shall be used so as to completely seal the openings. All necessary accessaries such as anchor nuts, bolts,etc shall be considered in Bidders scope. This work shall be carried out by authorised skilled personnel only.
2.5
-
-
8.2) CCTV ITEMS
-
-
-
Supply, Installation & Commissioning of following DVR based CCTV System Component with all required hardware & software as per technical specification &
tender drawings.
-
-
-
8.2.1) CAMERA
-
-
-
8.2.1.1) Analog Fixed dome, True day night INDOOR camera, 1/3" Progressive Scan CCD, Varifocal 3.6 mm lens with auto iris. Video motion detection and tampering detection alarm including necessary power supply
unit.Resolution shall be MPEG 4.
10
-
-
8.2.1.2) Analog Fixed dome, True day night OUTDOOR IP 66 housing camera, 1/3" Progressive Scan CCD, 3.6 mm lens with auto iris.Video motion detection and tampering detection alarm including necessary power supply unit.Resolution shall be MPEG 4.
2
-
-
8.2.1.3) Supply, installation, testing and commissioning of 24 input real time, 400 fps, DVR with 2 video outputs. The storage capacity should be sized for having minimum 30 days of continous recording @ 400fps and vendor are required to submit data sheet of their storage calculation for both MPEG 4 and JPEG recording formats.The DVR should be capable to support motion based recording, web based monitoring & remote control montoring software complete as per spec with valid licenses.The unit rate should be including of providing necessary rack for mounting the CCTV equipment & all necessary accessories with power supply units as per specification . The software should enable the user to view multiple cameras in any combination available on the network (maximum 16 Nos) .
1
-
-
8.2.1.4) Supply, laying, termination and testing of 32”
CCTV colour LCD Monitor including all accessories
1
-
-
8.2.2) CCTV CABLES AND ACCESSORIES
-
-
-
8.2.2.1) 2 core 1 sq.mm, multi strand, copper conductor,
FRLS PVC insulated GI armoured cable for power to camera.
1000
-
-
8.2.2.3) FRLS RG-11 type co-axial Jelly filled armoured
cable for video signals.
1200
-
-
8.2.2.4) 25mm PVC Conduit
25
-
-
8.2.3) POWER SUPPLY UNIT FOR CAMERA
-
-
-
8.2.3.1) Power Supply Unit 12 Volt DC
25
-
-
8.2.4) POLES
-
-
-
8.2.5) CABLE TRAYS
-
-
-
8.2.5.1) 300x50mm wide 2mm Thick - 1 Tier (Perforated
GI tray)
50
-
-
8.5) ANALOG PUBLIC ADDRESS SYSTEM
-
-
-
Supply, Installation,Testing & Commissioning of following equipment for Analog PAS as per technical
specification.
-
-
-
8.5.1) PAS AMPLIFIERS AND CONTROLLERS
-
-
-
8.5.1.1) 6 Watt Wall mounted speakers with built in line
matching transformer, grill flush mounting type as per technical specification.
30
-
-
8.5.1.3) 240 Watts Analog Audio amplifiers complete with
internal cabling within rack.
1
-
-
8.5.2) CABLE & CONDUIT
-
-
-
Supply & Laying of following cables/cable trays/cable trunk/conduits as per technical specification.
-
-
-
8.5.2.1) 2 core * 1 sq.mm, Armoured multi strand,copper conductor, PVC insulated GI Screened flexible audio cable with saddle and required accessories.
1250
-
-
9.0) IT
-
-
-
9.2) Wall mounting 9U 800 (W) x 1000 (D) mm telecom cabinet with all necessary accessories for ICT systems.
2
-
-
9.6) 24 Ports fully loaded CAT-6 copper patch panel.
7
-
-
9.7) Fully Mananged L2 Gigabit Ethernet switches: 8/24- port 10/100/1000T switch with 4x1G SFP uplink ports and
a single fixed PSU
1
-
-
9.9) Fully Mananged L2 Gigabit Ethernet switches: 48- port 10/100/1000T switch with 4x1G SFP uplink ports and
a fixed PSU
2
-
-
9.10) SFP & SFP+ Modules: 1000BaseLX (10km) SFP (10km with SMF, 1310nm)
6
-
-
9.11) 200 Pair MDF BOX with System Side and telephone Side
1
-
-
9.12) Dual Port RJ-45 socket for Data/ Telephone including all Accessories, face Plate, screws, cover, etc
225
-
-
9.13) Twisted Pair CAT-6 cable (4 Pair) for data & telephones RJ-45 sockets.
750
-
-
9.14) 12-Core single mode outdoor fibre optic cable (HDPE outer sheath, poly-Al moisture barrier, corrugated steel tape armoured, SM G.652.D, loose tubes with gel filling) - from admin building to ground floor of different
buildings.
250
-
-
9.16) Analog Telephone Handsets
30
-
-
9.18) Multicore telephone cable 50 Pair
210
-
-
9.19) FO enclosure with pre-terminated SM G.652 pigtails and LC Connectors, splice tray and fusion splice protection (12terminations) at ground floor of buildings with all necessary accessories.
2
-
-
9.21) 2 mm thick GI cable tray with of the following sizes complete with angle iron supports/hanging arrangement etc and Cable tray supports shall at every 1 meter.
-
-
-
9.21.1) 300 x 50 x 2 mm
125
-
-
9.21.2) 150 x 50 x 2 mm
125
-
-
9.21.3) 100 x 50 x 2 mm
125
-
-
9.22) 25mm Dia heavy duty UPVC Conduits concealed in
ceiling,wall,floor etc.,
1350
-
-
9.23) SD Set Top box and Dish for Satelite TV System
6
-
-
9.24) Raceway (50 x 38 x 1.6 mm)
120
-
-
9.25) Raceway (100 x 38 x 1.6 mm)
75
-
-
9.26) Patch cords (2 meter)
75
-
-
9.28) 20 Pair MDF BOX with System Side and telephone
Side
1
-
-
9.29) 50 Pair MDF BOX with System Side and telephone
Side
250
-
-
10.0) EXTERNAL SERVICES WORKS
-
-
-
10.1) Sewerage system
-
-
-
10.1.1) Manholes
-
-
-
10.1.1.1) Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
-
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
9
-
-
10.1.1.2) Extra for depth for manhole
-
-
-
size 90 X 80 cm
-
-
-
10.1.1.2.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3.3
-
-
10.1.1.3) Constructing brick masonry circular type manhole 0.91 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design
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0.91 M deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including centering shuttering all complete with excavation, footrest and 12 mm thick cement plaster at the external surface.
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10.1.1.3.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
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10.1.1.3.2) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
14
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10.1.1.4) Constructing brick masonry circular manhole 1.22 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design
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1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete with excavation, foot rests and 12 mm thick cement plaster at the external surface.
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10.1.1.4.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m
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10.1.1.4.2) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1.7
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10.1.1.5) Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete with excavation, foot rests and 12 mm thick cement plaster at the external surface.
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10.1.1.5.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
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Extra depth for circular type manhole 1.52 m internal dia
(at bottom) beyond 2.30 m :
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10.1.1.5.2) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3.3
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10.1.1.6) Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia. Steel bar conforming to IS:1786, having minimum cross section as 23mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on top surface by ribbing or chequering besides necessary and adequated anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per spaecifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
304
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Cement Plaster 1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement
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10.1.1.7) 12mm thick cement plaster
271
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10.1.1.8) Providing sand cast iron drop connection externally for 60cm drop from branch sewer line to main sewer manhole including inspection & cleaning eye with chain & lid , sand cast iron drop pipe and bend encased all round with cement concrete 1:5:10( 1cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) with all centering and shuttering required , cutting holes in walls and making good with brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) plastered with cement mortar 1:3 ( 1cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings , stiff cement mortar 1:1 ( 1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications:
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10.1.1.8.1) 150mm dia. sand cast iron drop connection
1
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10.1.1.9) Extra for depths beyond 60cm of sand cast iron
drop connection complete:
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10.1.1.9.1) For 150mm dia. sand cast iron drop
connection
1
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10.1.1.10) Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
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150x100mm size P type
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10.1.1.10.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
9
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Making soak pit 2.5m diameter 3.0metre deep with 45x45cm dry brick honey comb shaft with bricks and S.W. drain pipe 100mm diameter, 1.8m long complete as per standard design.
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10.1.1.10.2) with common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
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10.1.1.11) Providing, installing and commissioning readymade type RCC Septic tank 1200mm Dia, 2500 mm long with covers for 50 users as per drawings / details etc including making connections to inlet, outlet, dewatering, complete, as directed by Engineer In Charge.
1
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