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| Sl. No. | Item Description |
| 1 | Tender Inviting Authority: Name of Work: Renovation of Houses and Internal finishes at Western zone of Anushaktinagar, (Phase-IV, Package-I), Mumbai NIT No: DCSEM/CQD/QSB/RENOV-WEST/26-27/NIT/16 dt.25.05.2026 |
| 2 | The site is situated at Anushaktinagar, Mumbai |
| 3 | The tenderers are advised to visit the site of work & its surroundings, with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves about the location of work, accessibility to the site, level of sub-soil water, drainage facility for dewatering and any other matter relating to availability and carriage of construction materials, nature of work etc., and satisfy themself and then quote the rates accordingly. A Tenderer shall be deemed to have full knowledge of the site whether he inspects it or not and NO extra charges consequent on any misunderstanding or otherwise shall be allowed. |
| 4 | Tenderers shall visit the site of work, at their own cost. The request email for site visit shall be sent well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The email ID for site visit is mentioned in tender documents. |
| 5 | Contractor is fully responsible for making payment of Minimum wages & Bonus to labourers, EPF & ESI to statutory Authorities timely and submission of challans and documentary proof to EIC for release of payment of Running Account / Final Bill. Otherwise, bill will not be forwarded by EIC to Accounts for payment. EIC should ensure that all necessary documents are submitted by Agency for release of payment. No Running Account / Final Bill shall be paid for the work till the applicable labour license, registration and challans with EPFO, ESIC and BOCW (Building and Other Construction Workers) Welfare Board, whatever applicable, are submitted by the Contractor to the Engineer-in-Charge.) |
| 6 | Contractor shall take a Contractor’s All Risk (CAR) Insurance Policy in respect of entire scope of work and a Janata insurance policy to cover the compensation claims arising out of Workmen's Compensation Act-1923. The Insurance policy shall be taken for entire period of contract and copy of the same shall be submitted to the Engineer-in-Charge before commencement of the work. The insurance policy shall be taken before commencement of the work and shall be renewed during the construction period till actual completion of work. The charges for issue & renewal of insurance policy shall be borne by Contractor. In event of failure of the Contractor to obtain Insurance Policy, Running Account Payments of the Contractor shall not be released till such time the same is obtained by the Contractor & submitted to the Engineer-in-Charge. In case, Insurance Policy has validity period not matching with contract period (either due to policy start date later than actual date of start of work or policy end date earlier than actual date of completion), then penalty for gap in period shall be levied at one and half times the rate of Insurance Policy premium including GST, to be computed on per day basis. All the workers engaged on the work shall required to be insured as per Government norms at the cost of contractor. |
| 7 | The Contractor shall submit with every Running Account / Final Bill, a certificate of employment/deployment of the Technical representative(s) as per Clause 36 (i) in Schedule 'F' of \\" Salient Governing Features of the Tender\\", after certifying by Engineer-in-Charge. In the event of not fulfilling the above provisions of Clause 36(i), recovery shall be made from the contractor as per Schedule 'F'. |
| 8 | Arrangement of Electricity : as per Schedule -BElectricity for construction work will be supplied by department @ free of cost. |
| 9 | Arrangement of Water : as per Schedule -BWater will be supplied by department and water charges will be recovered @1% of gross value of work done. |
| 10 | The drawings issued for Tender purpose are preliminary and indicative only. The Working drawings as applicable shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. Drawing shall not be taken outside campus/site/premises without Gate Pass issued by EIC. |
| 11 | All the items of sub-structure include the cost of dewatering and shoring, wherever necessary, during the progress of work, till its completion without any extra cost to the Department. |
| 12 | The Schedule of Quantities include contingent works for other services (PHE, Electrical, Mechanical etc.) which shall be paid under relevant Civil items. Accordingly, the Contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for embedded plate, bolts, parts etc. in concrete/ brick works as and when required by Engineer-in-charge without any extra cost to the Department. |
| 13 | PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless noted otherwise. Only Fully treated dry, well graded sand conforming to IS 383 shall be used. |
| 14 | Only Ready Mix Mortar of approved make shall be used. The ready mix mortar shall be manufactured by preferred manufacturers, using cement-sand in required proportion. |
| 15 | The size and thickness of natural stones/ tiles mentioned for flooring dado, skirting etc. are approximate and subject to the availability in market during execution. If the required size and thickness is not available, the next higher size and thickness of tiles/ stones shall be used without any extra cost to the Department. The contractor may quote the rates accordingly. |
| 16 | Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless noted otherwise. Nothing extra shall be entertained towards wastages of materials, additional labours/ tools & plants etc. to achieve the required shapes & sizes etc. |
| 17 | The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. |
| 18 | The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc. i) The Workers, Engineers and Supervisors will be provided vigil passes (for entry into Premises) on submission of application forms in prescribed formats supported by documentary proof like Aadhar card, Voter ID card and Ration Card / Driving Licence / PAN card etc. Police Verification Certificate (PVC) is mandatory for Engineers and Supervisors (wherever desired by department). You are requested to obtain immediately Police Verification Certificate (PVC) of your regular staff deployed at site(s) in respect of works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work. ii) The Contractor shall obtain special permission for working on extended hours of working days including Saturday, Sunday and holidays etc. iii) Workers shall be escorted from the main gate of campus/premises upto the site by designated supervisors of the contractor and they are not allowed to roam around inside the premises. iv) Transport vehicles of the contractor are allowed to enter the premises for transportation of construction materials. Drivers must have valid driving license of Heavy Vehicle. v) The following Security regulations shall also be followed strictly while movement of labourers/ workers/ contractor's personnel etc. (a) The Contractor shall issue I-Cards to his workers deployed on regular basis. (b) The Supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside campus for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer-In-Charge at the gate and endorsement obtained on duplicate copy on daily basis. (c) The Contractor's personnel including daily wage workers shall be in uniform with proper identification for ease in identification of such persons at unauthorised places. (d) The daily wage workers/ casual workers employed by the contractor must wear florescence vis-a-vis wear without fail during their presence inside Campus/premises. The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer-in-charge. All the workers must wear the same while on duty. (e) The Contractor's personnel shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. Contractor shall verify the character and antecedents of the labourers employed, through local address proof issued by competent authorities such as Aadhar card, Voter ID card and ration card / driving license /electricity bills /telephone bill /gas connection document etc. The nationality of contract labourers also needs due verification. |
| 19 | Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning of existing traffic and damages caused, if any, to be made good without any extra cost to the department. Contractor may make provision for entry of vehicles by providing alternate road/ route for entry & exit during the construction work, if required, at his own cost without extra cost to the department. |
| 20 | While transporting materials from site and disposal of surplus materials, the spilled over materials/ earth/ debris etc. on the road should be got cleaned by the contractor after the day's work is over. |
| 21 | Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. |
| 22 | Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by BMC/Local Municipal Authority and any other regulations issued by Statutory authorities in the matter from time to time and Department is not responsible in any way in this regard. i) Contractor shall strictly follow the Statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. ii) Surplus Excavated materials and construction debris shall be disposed from construction site at approved disposal ground of BMC/Local Municipal Authority including cost of necessary Statutory charges, as applicable. iii) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. iv) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan. v) Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by BMC/Local Municipal Authority for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Local Municipal Corporation from time to time, till the grant /issuance of the Occupation Certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of BMC/Local Municipal Authority shall be submitted by the agency. |
| 23 | Agency should pay necessary charges to BMC/Local Municipal Authority to get done periodical pest control / anti-larva treatment / Insecticide treatment at Construction site. After the completion of work, necessary NOC shall be obtained from BMC /Local Municipal Authority and shall be submitted to Department. The charges for same will be borne by Contractor. |
| 24 | The Agency shall take care of existing services and other department properties while carrying out job. All dismantling, demolishing and excavation work shall be done with most careful manner and with prior written approval of the Engineer-in-charge, without damaging the existing structures, services, finishes, etc. Agency shall take all precautions to cover all furniture, fixtures, glass and window panes to prevent damage. Damage, if any shall be repaired/replaced by agency at his own cost. |
| 25 | Protection of work: The Contractor shall be responsible for the protection of the work during progress. He shall also provide and maintain any other temporary substitute and material for this purpose. He shall take all the necessary precautions to prevent damage to all the works till its handing over. |
| 26 | Wherever old material/works are replaced with new one, quoted rate includes removing/dismantling the existing one and depositing the serviceable material at departmental store and disposing off debris outside the campus/ premises/ colony. |
| 27 | Since the work has to be carried out inside/ near occupied residential/office building, the work shall be executed with least disturbance to occupants of buildings. |
| 28 | Approved Samples of Materials: The Contractor shall submit samples of all materials to be incorporated in the work, without any extra cost to Department, at least 30 days before he places bulk order for the materials and shall obtain approval of samples in writing from the Engineer-In-charge. |
| 29 | Shop drawings for Aluminium work, Structural steel, Stainless steel, Structural glazing, ACP cladding, etc. shall be submitted by Contractor for the approval of Engineer-in-Charge, at least 30 days in advance prior to taking of work. |
| 30 | No labour shall be permitted to stay inside campus/premises/site. |
| 31 | Suitable area near site of work shall be allocated to the contractor for storing construction materials, for site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises. |
| 32 | Guidelines for Air Pollution mitigation(i) The charges for the Air Pollution mitigation measures shall be borne by the contractor without any extra cost to the department.(ii) Contractor shall follow the directions for Dust and Pollution Control measures in construction as notified by MoEF&CC / MoHUA / CPWD / BMC or any other statutory authority.(iii) All precautionary measures for control of Air Pollution due to Building Construction Activity shall be taken as per Local Statutory/ Municipal Authority Air Pollution Mitigation Plan. (iv) Mandatory Form for Building Construction activity to control Air Pollution along with supporting documents and site photographs shall be submitted to concerened authority or uploaded on online portal.(v) Projects attracting Environmental Clearance shall carry out Third Party Ambient Air Monitoring every fortnightly from NABL / MoEF&CC laboratory. (vi) Construction projects shall mandatorily install sensor-based air quality monitor for measuring PM concentration (PM2.5 and PM10), relative humidity, temperature and display real time AQI data through LED display board (width 1220mm x height 915mm, screen resolution 320 x 192 pixel) at the construction site. Further, installation must be completed within 15 days of issue of Work order or commencement of work. The Contractor shall submit a certificate for completion of installation of air quality monitor and LED display board, after certifying by Engineer-In-charge, along with 1st RA bill for releasing the payment.(vii) The air quality data must be accessible at the site and made available for inspection by Local Municipal Authority/ Competent Authority.(viii) Construction layouts having area more than 01 (one) acre or Height more than 70m, shall have continuous dust or wind breaking tin / metal sheet erected of minimum height 35 feet around periphery of the construction project site and for construction site, less than 01 (one) acre, the tin / metal sheet height shall be 25 feet minimum.(ix) Tarpaulin / Green cloth / Jute sheet to be mandatorily used to cover the floor where any construction activity is in progress and two floors below it and also on scaffolding covering an entire area under demolition structure. Further, regular cleaning of Tarpaulin / Jute sheet to be undertaken. (x) Water sprinkling shall be continuously carried out so that the debris shall remain in wet condition.(xii) All vehicles carrying construction materials/waste/debris shall have valid PUC certificates and the same shall be produced as when asked for by competent authorities.(xiii) Construction workers should mandatorily use PPE (Personal Protective Equipment) i.e. Mask, Goggles etc. |
| 33 | The quoted rate shall be inclusive of providing and erecting temporary barricading of height as per above 'Guidelines for Air Pollution mitigation' (but minimum 10 feet height) using structural steel (MS Pipes or angle iron frame work etc.), covered with tin / GI sheets of approved colour & shade, Struts, MS Clamps, Bracing etc. and shall have wicket gate & material gate and including writing and painting of direction & instructions, providing glow lamps, reflective signs, marking, flags, caution tape etc. Prior written approval of Engineer-in-Charge of the sketch/ drawing showing details of barricading shall be obtained by the contractor. The barricading shall be provided and retained in position at site continuously during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job such as earth work, concrete, welding etc. After completion of work, Contractor shall remove and take away the barricading at his own cost with the prior approval of Engineer-In-Charge. The entire work shall be executed as per direction of Engineer-In-Charge. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer-in-Charge. The Contractor shall submit a certificate for completion of barricading along with 1st RA bill after certifying by Engineer-in-Charge for releasing the payment. |
| 34 | The contractor shall display proper information/cautionary signage boards at site for the safety of the workers and public in general in the surrounding areas. |
| 35 | Contractor has to provide sign board at site with detailed name of project, name of client, name with contact number of contractor and minimum wages category wise at entrance of project/site without any extra cost to the department. |
| 36 | Guidelines for Scaffolding works - Quoted rates shall include all scaffolding works without any extra cost to the department.(i) Design of scaffolding for carrying out work shall be as per relevant IS Codes & specification. The contractor has to observe all safety procedure while working on heights as per IS: 3696 (Part-I) (Safety Code for Scaffolds). (ii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification. Further, Overhead protection should be provided on the scaffolds to protect workers on lower platform against falling objects from higher level.(iii) Necessary ladder shall be provided at required locations to enable Departmental Staff for supervision of works.(iv) Labours working on the scaffolding should be with safety belts, helmets, goggles and other safety gears.(v) Horizontal Safety Net : Nylon net with a mesh size of 25mm shall be provided at 4.0 meter height from the ground level around the buildings upto a distance of minimum 3.0 meter from the edge of the building on all sides to catch any falling objects.(vi) Vertical Safety Net: Green cloth net shall be provided to the full height of scaffolding / building and securely tied to protect falling material coming out during the progress of work. |
| 37 | Maintaining L1 position During execution of the contract, if tender structure changes due to variation in quantities (i.e Work order quantities, Substituted items quantities including quantities within deviation limit specified in Clause 12 of Schedule ‘F’ in “Salient Governing Features of the Tender”), Contractor has to give suitable discount to remain in L1 position. |
| 38 | The quoted rates shall be inclusive of wastage of labour & material, installation, testing, commissioning, transportation, loading, unloading, lifting etc. and also includes provision of all necessary manpower, tools, machinery, equipment, hoists etc. for carrying out the work in effective manner as per specifications and as directed by Engineer-In-Charge. |
| 39 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 40 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. 3) The work shall be completed in maximum of 30 Days in each flat in all respect. 4) i) The work progress of the agency shall be monitored on quartely basis. ii) First quarter shall commence after the first one month of stipulated date of commencement of work. iii) The agency shall have to complete on an average 13 flats per month in a quarter under consideration subject to availability of flats for renovation.In last month 12 flats to be completed. iv) If the agency fails to meet the stated target progress assessed quarterly, a penal recovery of Rs. 1500 per No of flats in a quarter under consideration shall be levied for weighted average delay in renovation of flat(s). Decision of Engineer-In-Charge shall be final and binding on agency. |
| 41 | The work shall be completed in maximum of 30 Days in each flat in all respect. |
| 42 | i) The work progress of the agency shall be monitored on quartely basis. ii) First quarter shall commence after the first one month of stipulated date of commencement of work. iii) The agency shall have to complete on an average 15 flats per month in a quarter under consideration subject to availability of flats for renovation.In last month 03 flats to be completed.. iv) If the agency fails to meet the stated target progress assessed quarterly, a penal recovery of Rs. 1500 per No of flats in a quarter under consideration shall be levied for weighted average delay in renovation of flat(s). Decision of Engineer-In-Charge shall be final and binding on agency. |
| 43 | The agency shall visit the sample flat at anushakti nagar and/ site of work at city area before quoting the rate. |
| 44 | i) No debris shall be left over around the building during the renovation works. An area for 'Debris bins' will be identified close to his site office or inside Anushaktinagar colony at the location identified by EIC on the request of contractor for collection of debris generated on day to day basis. The Debris from debris bin shall be cleared every month. The contractor must maintain adequate number of wheel borrows all the time for shifting the debris to Debris bin. If the debris lies around the building for more than 2 days, penalty @ Rs. 500/- per day per flat shall be levied w.e.f. 3rd day onwards. ii) The debris generated shall be disposed by mechanical transport to the nearest dumping pit inside Anushaktinagar colony as directed by EIC with all leads, loading, unloading etc. complete. No payment shall be released unless certificate from EIC showing clearance of debris is produced in each RA bill and Final bill. |
| 45 | Penal recovery shall be made at the rate of Rs.1500/- per flat per day, if water taps/ bib cocks, flushes etc. are left open. In case of any further material loss due to this negligence in other flats, same will have to be borne by contractor. 11) The cement sand mortar use shall be using factory manufactured pre mix/ready mix of 'Roofit Mix'of M/ s Premier Floor to Roof Materials pvt.ltd/ 'Easy plast' of M/sWalplast Products pvt.ltd/ 'Readiplast' of M/s UltratechCement Ltd or other approved equivalent make, having minimum composition of C:S :: 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for external plastering, having low rebound properties, low water demand for curing properties,mechnical mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer. |
| 46 | PART I : CIVIL WORKS |
| 47 | PART II : PH WORKS |
| 48 | PART III : REBATE ITEMS |
| 49 | PART I : CIVIL WORKS |
| 50 | Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile/ Anti Skid Vitrified tileVitrified tile double charge/ multi charge (Glossy/Matt/Satin)/ approved manufacturers of sizes 600mm X 600mm / 800mm X 800mm / 1000mm X 1000mm size or as per approved size and having mimimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding / staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge. Note:- 1. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.2. No claim for payment of over thickness of adhesive for tile over tile work shall be considered by the Department. |
| 51 | a) In flooring using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding, |
| 52 | b) In flooring using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid using High polymer modified quick set cement based tile adhesive, water based (Type-II) of approved manufacturer and make conforming to IS:15477 as per manufacturer's specifications for thickness, laying etc. in flooring, dado, skirting, cladding etc. (For Old Construction Works using tile over tile method including making rough the existing surface as directed by EIC) |
| 53 | c) In skirting using using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 12 mm thick cement mortar 1:4 backing. |
| 54 | Providing and laying first quality matt finished / anti skid ceramic tile in flooring and water repellant ceramic tile in dado/cladding of 6 mm minimum thickness or as per specification of approved manufacturer and conforming to IS:15622 and approved colour, shade, design, pattern in cement mortar bedding/ backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished tolevel, line, slope and plumb including cutting of tiles, making openings /cutout if necessary, wastage and final cleaning of surfaces as required, curing etc. complete all as per drawings, specifications & as directed by Engineer in Charge. |
| 55 | a) In Flooring with 300 mm X 300 mm or approved size anti skid ceramic tile laid over 20mm thick cement mortar bedding1:4 (1 cement : 4 coarse sand) using reday mix mortar. |
| 56 | b) In dado/ cladding of size 300 x 600mm/300 x 450mm or approved size with approved design/pattern water repellant ceramic tile laid over 12 mm thick cement mortar backing of (1:4) using ready mix mortar, PVC corner beading/ nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the Engineer- in-charge. |
| 57 | Supplying and fixing in position at all floors, levels & locations,Using integrated Bronz anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching anodised screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing,which will be paid separately. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make. ) |
| 58 | Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment. |
| 59 | a) 5 mm thick clear float glass |
| 60 | b) 5 /4.8mm thick Bajra sheet glas |
| 61 | c) 5 mm thick toughened / heat strengthened (as specified) clear float glass |
| 62 | d) 8 mm thick toughened / heat strengthened (as specified) clear float glass |
| 63 | e) 3 mm thick Bajra sheet glass for louvers |
| 64 | Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using structural steel sections of specified grade (YSt 240 / 310) angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, bright bars etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. |
| 65 | Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge |
| 66 | a) Brick masonry work in cement mortar including cement mortar plastering / pointing work |
| 67 | b) Reinforced Cement Concrete (RCC)/ PCC including cutting of steel reinforcement bars by cutter, gas welding etc |
| 68 | c) Dismantling/removing Aluminum/ wooden / steel door shutter carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 69 | Providing & laying machine cut machine polished natural stones as mentioned for the followings for kitchen platform topping, counter topping and facia over and including necessary cement mortar for backing / bedding, close jointed and grouted with matching cement slurry and finished to line, slope, level, plumb, curing etc, as required including cutting of stone slabs, wastages, making cut outs wherever required etc all as per specifications and as directed by the Engineer in charge. Notes : 1) Verticals, shelves, platform shall be embedded minimum 25 mm in wall/ flooring. 2) Top exposed surface on plan & exposed vertical finished face shall be measured for payment in sqm. |
| 70 | a) For kitchen platform top, upto 600/750mm wide and upto 1800 mm length in single piece consisting machine cut machine polished on one side 30 mm thick cuddappa stone at bottom and mirror polished machine cut 18 mm thick Jet black Granite stone at top fixed with 52 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only), between two stone slabs (Double stone slab sandwitch type) including providing cut out if any, moulding and polishing the edges etc complete . |
| 71 | b) For kitchen platform horizontal facia upto 100 mm wide machine cut machine polished on one side 18mm thick Jet black Granite stone fixed with epoxy resin base (Araldite adhesive or equivalent) including round moulding and polishing the edges etc complete. |
| 72 | c) For horizontal beading of size 30x16mm machine cut machine polished Jet black Granite stone fixed with epoxy resin base (Araldite adhesive or equivalent) including round moulding and polishing the edges etc complete . |
| 73 | Providing & laying machine cut machine polished Cuddapah stones/granite stone/marble stone as mentioned followings for kitchen platform vertical support /shelves /window cill etc and including necessary cement mortar for backing/ bedding, close jointed and grouted with matching cement slurry and finished to line, slope, level, plumb, curing etc, as required including cutting of stone slabs,wastage, making cut outs wherever required etc all as per drg, specifications and as directed by EIC.Note : 1)Verticals,shelves,platform shall be embedded minimum 25 mm in wall/flooring.2)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm.Note:- 1) All finished natural stone except for flooring & Platform shall be applied with aralide or equivalent stone adhesive on back surface,spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones. 2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge.3)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm.4)Agencies shall quote rate accordingly. |
| 74 | a) For vertical support of Counter/ platform, consisting of 2 nos 30 mm thick machine cut machine polished on one side cuddapah stone slabs sandwiched between the stones with 20 mm thick CM 1:4 (Using factory made Ready Mix Mortar only) including providing exposed front face upto 100 mm wide vertical facia of mirror polished 18mm thick jet black granite stone on exposed sides with epoxy resin base (Araldite or equivalent) including rubbing and polishing of cut edges etc complete all in line, level, plumb etc. |
| 75 | b) 30 mm thick machine cut and both side machine polished Cuddaph stone for shelves including rubbing and polishing the exposed edges. |
| 76 | c) 18 mm thick machine cut and single side machine polished Jet Black Granite stone in stepped form laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) & overlapping of 20 mm shall be fixed with Araldite adhesive with best workmanship, including half round moulding & polishing of exposed face etc complete. (for window cill) |
| 77 | d) 18 mm thick machine cut and single side machine polished Jet Black Granite stone in single piece laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) including half round moulding & polishing of exposed face etc complete. (for window jamb, bottom of lintel, door cill etc.) |
| 78 | Providing and fixing in position at all floors, levels / heights 18 mm thick mirror polished natural stones slab for door frame in two overlapping layers one piece full length / height of approved shade, finished sizes as directed including machine cut / hand cut, final cleaning, moulding and polishing of exposed edges, in line, level, plumb and fixing the stone with cm 1:4 (Using factory made Ready Mix Mortar only), 20mm backing & overlapping of 20mm shall be fixed with Araldite adhesive, with best workmanship, finishing, curing, including removing existing door frame, shutter & fittings etc.and depositing the same at dept store etc. complete all as per specifications, drawings & as directed by the EIC.Note:- 1) All finished natural stones except for floorings shall be applied with araldite or equivalent stone adhesive on back surface ,spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones.2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge.3)Exposed surface on Elevation & exposed vertical finished face shall be measured for payment in sqm. Overlapping & edges etc shall not be measured. |
| 79 | a) Jet Black Granite Stone |
| 80 | Supplying & fixing in position at all floors and location 25mm thick PVC integral free foam sheet in the form of flush finished door shutter manufactured by M/s. Jain Irrigation Systems Ltd. ( Ex-cel sheet), M/s. Rajshri plastiwood or approved equivalent of white/approved colour solid section, extruded rigid, light weight sheet with fine and homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recess for hinges, providing & fixing 3 nos 100 mm heavy duty S.S. hinges and 2 Nos. 100 mm heavy duty aluminium baby latches, 2 nos. of 100 mm Al. Bow handles with back plate including providing an opening of size (200 mm X 150 mm) / (300 mm X 200 mm) or as shown in the drawing wherever required for providing and fixing PVC moulded louvers on both faces in the opening with S. S. screws, fixing shutters in position to granite/ steel frames (Frame shall be paid separately under relevant item) at all floors by cutting / planing required if any, fixing with wooden packing pieces if required, including finishing all edges smooth with mixture of PVC powder & solvent including wastages, labours tools etc all as per specifications, drawings & as directed by the Engineer in charge.Note:- 1) The entire door shall be jointless shutter.2) The sizes shall be approximately 650 mm x 2000mm, however exact dimensions shall be measured at site before manufacturing. |
| 81 | Providing marine ply of 19 mm thick conforming to latest IS -710, for making / repairing of wooden cupboards/cabinet etc at all floors and levels, including cutting to required sizes and jointing and fixing the same with necessary screws, adhesives, providing and fixing teak wood lipping to all exposed faces of ply wood and including wastsge, transportation and including removing old damaged cupboards/cabinet and refixing the same after repair, including removing & refixing all fittings & fixtures and depositing unserviceable cupboards to departmental store etc complete all as per specifications and as directed by the Engineer in charge. |
| 82 | Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304) fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 83 | a) SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm) |
| 84 | b) Piano Hinges 19mm x 19mm x 1 mm |
| 85 | Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), anodised aluminium fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 86 | a) Aluminium Tower bolt 150 mm long x 10 mm barrel |
| 87 | b) Anodised Aluminium handles 125 mm with plate 175 x 32 mm |
| 88 | C) Aluminium Door stoppers with rubber bushing |
| 89 | Supplying 7 lever premium night latch with triplicate key of approved make quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, wooden packing pieces if necessary etc and other standard accessories complete all as per specifications and as directed by the Engineer-in-Charge. |
| 90 | Supplying & fixing in position the following type solid core block board flush door shutters with commercial ply / teak veneer as specified below conforming to IS 2202-latest, with 20 mm thick teak wood lipping alround, fixing shutters in position to existing door frames at all floors by cutting/ planing if necessary including the labour for removing & refixing old fittings & fixtures and for fixing of the fittings & fixtures with wooden packing pieces if necessary with screws, including one coat of approved primer on commercial ply surface etc.including removing existing damaged shutter,fittings and depositing at dept. stores etc. complete all as per specification & as directed by EIC. |
| 91 | a) For Door 32 mm thick commercial ply on both sides |
| 92 | b) For Door 38 mm thick commercial ply on both sides |
| 93 | Removing carefully the existing flush door shutters and refixing the same to its position after laying new tiles on flooring including cutting the shutters at bottom portion as per site condition , lipping the cut exposed surface with teak wood lipping including nails, screws,adhesive etc complete all as dierected by the Engineer in charge. |
| 94 | Repairs to damaged RCC structural members at all locations/ floors using polymer modified cementatious mortar, for strengthening the existing RCC structural members using acrylic based polymer confirming to the following technical specifications and comprising the following operations: Polymer required for the work shall be procured by the Agency from approved Manufacturers Like M/s Astra , M/s Anuvi, M/s Apcotex or other approved equivalent manufacturer confirming to technical requirements as mentioned below. Appearance: Milky whitePh- value : 9-10Specific gravity : 1.055+/-0.005Solid contents(%w/w)-: 44+/-1Viscocity at 25 degree C temperature (in sec): 15-20Testing of the material as per relevant codes at NABL approved third party Lab. is to be done by the Agency for every batch/lot of supply.Bond coat should be applied @ 0.37 ltr./layer/sq.m.Minimum FM of silica sand should be 2.10i) Breaking cracked / spalled concrete members along the cracks with plaster, including removing and stacking of all unserviceable material at site, simultaneous transportation and disposal of debris inside Anushaktinagar colony at the location identified by EIC etc. complete all as directed by the Engineer-in Charge.ii) Exposing and cleaning the reinforcement thoroughly by light tapping / wire brushing of using strong emery paper and finally by rust remover of Dr. Fixit/ M/s Anuvi Chemicals, M/s fosroc or equivalent. iii) Applying a coat of polymer and cement slurry in the ratio 1:1 by volume to the reinforcement bars. |
| 95 | Building up with polymer modified cementatious mortar for RCC structural members etc. in layers not exceeding 20 mm in a day (proportion – cement 50 Kg. : Silica sand 125 Kg. : polymer liquid 10 ltrs.) with necessary bond coat (polymer : Cement = 1:1 by volume) for tack coat and also for subsequent layers using polymer including curing, covering the flooring /window with tarpaulins or equivalent covering material to avoid deposition of polymer mortar and cleaning of floor / windows thoroughly on completion of repair work etc. complete all as per specifications and as directed by the Engineer-in-charge. Polymer used for this work in KG shall be measured for payment. |
| 96 | Cement plastering work using Using ready mix cement mortar having Cement : Sand (1:4)and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. |
| 97 | a) 12 mm thick |
| 98 | b) 15 mm thick. |
| 99 | Providing & applying premium acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Premium Acrylic emulsion shall have VOC content less than 50 grams/ litre) |
| 100 | On Old Surfaces (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved putty for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 101 | Providing & applying acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre) |
| 102 | On Old Surfaces (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved one coat putty on entire surface for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 103 | Providing & applying acrylic oil bound distemper in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic oil bound distemper of approved make and shade including one coat of approved cement primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic distemper shall have VOC content less than 50 grams/ litre) |
| 104 | On Old Surfaces (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved one coat putty on entire surface for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 105 | Providing & applying flat oil paint in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made flat oil paint of approved make and shade including one coat of approved cement primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Flat Oil Paint shall have VOC content less than 50 grams/ litre) |
| 106 | On Old Surfaces. (Including thoroughly scrapping, removal of old paint, if any, sand papering & preparing the surfaces, applying approved one coat putty on entire surface for touch up to fill up crevices mild depression etc, necessary covering material (tarpaulin etc), cleaning, removal of splashing & droppings of floors, wall, ceiling, doors & windows etc & disposing of debris at directed place inside colony. ) |
| 107 | Providing & applying synthetic enamel paint in two or more coats on old / new wooden / steel surface, at all floors, levels & location using ready mixed & ready made synthetic enamel paint of approved make, shade and pattern including one coat of approved wood / steel primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Synthetic enamel paint shall have VOC content less than 50 grams/ litre). |
| 108 | On wooden surfaces including one coat of wood primer |
| 109 | On Steel surfaces including one coat of steel primer (red oxide based) |
| 110 | Loosening and providing temporary supports to existing electrical fittings/ fixtures/ board for carrying out tiling work etc. and refixing it after completion of renovation including supplying & fixing casing capping & electrical wire wherever required as per deptt. specification etc complete all as directed by the EIC Note: Measurement shall be for each fittings/ fixtures/ board. |
| 111 | Removing & refixing existing geyser with fittings & fixtures for carrying out tiling work etc.and refixing it after completion of renovation including supplying & fixing casing capping & electrical wire wherever required as per deptt. specifications etc complete all as directed by the EIC |
| 112 | Providing and laying autoclaved aerated cement (AAC) blocks masonry with 115mm/ 150mm/ 230mm / 300 mm thick AAC blocks as per approved manufacturer, using approved block laying polymer modified adhesive mortar in super structure above plinth level at all locations, levels & lead with RCC band at sill level and lintel level, curing, scaffolding etc complete all as per specifications and as directed by Engineer in-Charge. (The RCC band shall have 2 nos. of 8 mm dia reinforcement and concrete of minimum grade M-20 or (1:1.5:3). ( AAC blocks shall be conforming to IS:2185, Part-3, having Grade-I with block of density 551 to 650 Kg/cum) . The payment of RCC band and reinforcement shall be made seperately under relevant item) |
| 113 | Providing in flooring & skirting 3 mm thick and 8.5 mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile work, if shown in the drawing & the 3mm spacer joints filled with approved epoxy tile grout including all labour material, wastage etc complete all as per specifications and as directed by Engineer-in Charge |
| 114 | Providing second class teak wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including painting the exposed surface with two coats of synthetic enamel paint of approved make and shade over a coat of approved primer,sawing, jointing, making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour and including finishing as specified etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 115 | Supplying & fixing PVC integral free foam sheet at all levels & loaction, manufactured by M/s. Jain Irrigation Systems Ltd. (Ex-cel sheet) or other equivalent approved make of white colour, solid section, extruded rigid, light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides all edges to be smooth finish with mixture of PVC powder & solvent etc complete all as per specification and as directed by the EIC. |
| 116 | a) 10 mm Thick |
| 117 | b) 18 mm Thick |
| 118 | Providing and fixing in position, at all levels & loaction, stainless steel (SS-304) Mosquito Net/ Wire Mesh/ Wire gauze made with 0.5 mm dia wire and 1.4 mm aperture (on both directions) including fixing, cutting, wastage and including painting with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 119 | Providing and laying in position,Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) at all floors and at all levels & locations plain cement concrete of grade as specified including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.) |
| 120 | Reinforcement for RCC work Above Plinth Level (In Super Structure) Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL. including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.) |
| 121 | Supply installation testing & commissioning of 200 mm BLDC Exhaust Fan similar to Efficio of M/s Atomberg with 3C X 1.0 sq.mm flexible copper cable & 3pin top.. |
| 122 | Removing carefully exsisting sliding window for making of marble frame as per drawing, specification, repairing and refixing the same with replacing deteoriated/damaged fittings of approved Bronze anodised aluminium fittings and accessories, latching fixture, rollers with ball bearing of superior quality all as shown in the drawing including with necessary bronze anodised screws, grouting the gap with sealant etc all complete generally as per drawing, specifications etc, all as directed by Engineer-in-Charge. Note: marble frame, New aluminium sections and broken glass shall be paid in relevant item (only deterioated/existing damaged). |
| 123 | Providing and fixing flat name plate made form 2mm thick SS 316 grade plate of size 450mm X 150mm imbossed Lettering by engraving on indication boards upto 3\\" height in approved lettering size and font with approved shade, colour & Brand and as per specification including cost of finishing paints, tools and size including fixing with SS mirror screw etc. all as directed by Engineer In-Charge. |
| 124 | Providing and fixing 1.0 mm thick decorative laminated sheet of plain /wood grain in gloss / matt finish of approved make with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S, including cost of, removing/scrubing existing paint, adhesive of approved quality,removing and refixing door shutter, cutting, including cutting the shutters at bottom portion as per site condition ,wastage including disposal of debris outside colony etc complete all as per specifications and as directed by the Engineer-in-Charge |
| 125 | Providing & Fixing 12mm Marine plywood (BWP Grade) conforming to IS:710 at all levels & loactions including all labour, cutting, wastage, sizing etc complete all as per specifcations and as directed by the Engineer-in-Charge. |
| 126 | Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304) fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 127 | a) SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm) |
| 128 | b) S. S. Tower bolt 300 mm long x 12 mm barrel |
| 129 | c) D type S. S. bow handle 150 mm long |
| 130 | d) S. S. Aldrop 300 mm long x 16 mm diameter rod with an extra staple. |
| 131 | e) S. S. Telescopic viewer ( Magic eye piece ) |
| 132 | f) S. S. Safety chain with staple link |
| 133 | g) S. S. Tadi 200 mm long & size 12 x 15 mm |
| 134 | PART I : PH WORKS |
| 135 | Note:- The equivalent product should match in respect of weight , quality, service, functionality, appearance from other manufacturers like Crabtree, Cera, Plumber, Johnson & Marc. |
| 136 | Providing and fixing in position following Vitreous China Wall Hung & pedstal type Wash down pattern water Closet consisting following items of work:-i) Providing Vitreous China pedestal type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral \\"P\\" or \\"S\\" trap outlet with water seal not less than 50 mm with vent.ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete.iii) Fixing the Water closet in position, jointing the trap, water closet and CI/UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer.iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete.v) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 137 | Vitreous China European Extended wall mount Water Closet of Starwhite/snow white/bright colour with P / S trap of \\"Hindware Cat. No. 20011 |
| 138 | Vitreous China European Extended wall mount Water Closet of Starwhite/snow white/bright colour with P trap of \\"Hindware\\" Cat. No. 92615 Evita Model / Cera cat. No. S1044167 Camel model/ Parryware Cat. No. C890V Blaze Model |
| 139 | Providing and fixing in position following Vitreous China Indian water Closet consisting following items of work:-i) Supplying Vitreous china Indian water closet ( Box rim pattern ) of following type conforming to IS:2556 ( part-II ) with integral foot rest, W.C Connector and PVC \\"P\\" or \\"S\\" trap having water seal not less than 50 mm with / without vent as per requirement.ii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer.iii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete.iv) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 140 | Vitreous China Water Closet of 580 x 440 mm size of Starwhite/snow white/bright colour as per Hindware Cat. No. 20042 \\"Orissa Pan Eco\\" model or Cera cat. No. S3020105 \\"Orrisa Pan Cable\\" model Or Parryware Cat. No. C0117CS UTSAV XL 580MODEL \\"Orrisa Pan\\" model with PVC / ceramicTrap (with/without vent) & WC connector etc.all complete. |
| 141 | Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge |
| 142 | i) Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10115+9115 \\"Cube\\" model or Cera Cat. No. S2040112+S2090120 \\"CONCORD\\" model or Parryware Cat. No. C0460+C0316+C8302 \\"Flair\\" model, counter model. |
| 143 | ii) Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10036 \\"WIndsor\\" model or Cera Cat. No. S2040102 \\"Canon\\" model or Parryware Cat. No. C8865 \\"Sunny\\" model, counter model. |
| 144 | iii) Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10087 \\"MARIO\\" model or approved equivalent make.. |
| 145 | iv) Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10088 \\"DUNE\\" model or approved equivalent make.. |
| 146 | Providing and fixing the following C.P. Brass Bathroom / toilet accessories of following make and fixing on the wall using C.P. brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer Incharge. |
| 147 | a) C.P. Brass Toilet paper Roll Holder of Jaquar Brand 'Continental' Cat. No. ACN-1151N or approved equivalent make |
| 148 | b) C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111SM or approved equivalent make. |
| 149 | c) C.P. brass Double Coat Hook of Jaquar Brand 'Continental' Cat. No. ACN-1161N or approved equivalent make |
| 150 | d) C.P. brass Glass Shelf 600mm Long (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-1171N or approved equivalent make |
| 151 | Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directed including the removing of existing one, cost of jointing materials and testing forleak proof joints all complete. |
| 152 | a) 600mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make |
| 153 | b) 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make |
| 154 | Providing Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware \\"Sleek Essence Dual Flush\\" model or Cera cat. No. B1020106 \\"Compass Twin Flush\\" model or Parryware Cat. No. E8319 \\"Hexa Dual Flush or approved equivalent make for Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:-i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc.as per the manufacturer's recommendation all complete.position using CP brass screws, rawl plugs, bracketsapproved make with handle, fixing the cisternii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet.iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition,painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer,finishing the gaps with white/ matching cement etc. all complete.iv) Testing the entire system to the full satisfaction of the E.I.C.v) Flushing cistern and WC shall be from the same manufacturer. |
| 155 | Supplying Stainless steel Sink of following size with or without Drain board, approved make, moulded out of 19 SWG (1mm) stainless steel sheet of grade AISI304 (18/8) with waste coupling conforming to IS:13983,placing and fixing the Sink in position to correct line and level with basket type choke-stop strainer (wastecoupling), Check nuts etc. including the cost of jointing materials, finishing the edges with white / matching colour cement as per manufacturer's recommendation all complete as per specification and as directed by EIC. |
| 156 | a) Stainless steel Sink of Nirali brand 'Elegance' Large(10\\") with Drain board and with 'Satin' finish of overall size 1145 x 510 mm (Bowl size 560 x 410 x 250 mm) or approved equivalent make. |
| 157 | b) Stainless steel Sink of Nirali brand 'Grace Plain' Large(10\\") without Drain board and with 'Satin' finish of overall size 610 x 460 mm (Bowl size 560 x 410 x 250 mm) or approved equivalent make. |
| 158 | Removing and refixing existing Stainless steel sink along with other accessories, including labour charges, cleaning, testing, including providing and fixing pvc waste pipe etc. Complete all as per specifications and as directed by E.I.C |
| 159 | Providing & fixing in position best quality 6 mm thick Plate glass Mirror of size 600 mm x 450mm / of required size with 6 mm thick marine ply wood (confirming to IS:710:2010) backing & PVC mouldedframe of approved shade or as directed by the E.I.C |
| 160 | Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 161 | a) C.P. brass Sink Cock with wall flange of Jaquar 'Florentine prime' Cat.No.FLR-5347PMD or similar equivalent make |
| 162 | b) C.P. brass Bib Cock with wall flange of Jaquar 'Florentine prime' Cat.No.FLP-5037PM or similar equivalent make |
| 163 | c)C.P. Health Faucet with 8 mm dia 1.2 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-573 or approved equivalent make |
| 164 | Providing & fixing in position 15 mm diameter CP brass Stop Cock / Angle cock confirming to IS / approved make fixing the cock in position with white zinc and spun yarn, testing the joints for leakage etc. all complete as per specifications and as directed by EIC |
| 165 | i) Angular Stop Cock with wall Flang similar to 'FLORENTINE PRIME Series' of ' JAQUAR' cat. No. 5053PM or approved equivalent make |
| 166 | Providing & fixing in position following size Bottle Trap of Jaquar Cat. No. 769 with C.P brass extension piece to wall C.P brass wall flanges etc. |
| 167 | a) size 32 mm |
| 168 | Providing & fixing in position 15 mm diameter CP brass Pillar Cock conforming to IS/approved make fixing the cock in position with inlet connection using white zinc and spun yarn testing the joints for leakage etc. complete all as per specifications and as directed by EIC. |
| 169 | a) C.P brass Pillar Cock 15 mm size having similar to 'Florentine Prime' of 'JAQUAR' cat. No.FLP 5011PM |
| 170 | Providing & fixing in position approved quality CP brass Wall mixer, 15 mm nominal dia. with IS mark and / approved make of following type including providing & fixing wall flanges and fixing to concealed / exposed water supply pipe line with leak proof threaded joints using spun yarn, white zinc etc., testing the joints for leakage all as per specifications and as directed by EIC. |
| 171 | a ) Wall mixer with provision of over head Shower with 115 mm long bend pipe & wall flange similar to' 'FLORENTINE PRIME' of 'JAQUAR' cat. No.FLP 5273PM or approved equivalent make. |
| 172 | Providing & fixing in position CP Brass / Matt Chrome approved quality Shower of following type, fixing it to GI pipe line including jointing with white zinc and spun yarn etc., testing the joints etc all complete all as per specifications and as directed by the Engineer-in-Charge. |
| 173 | a) C.P brass Rose Shower with revolving joint similar to OHS-CHR-1989 & shower arm light body with wall flange similar to SHA-CHR-477 M/s. JAQUAR'or approved equivalent make |
| 174 | Providing & fixing on Exposed or concealed surfaces the following dia Chlorinated Polyvinyl Chloride (C-PVC) pipe of specified class of M/s. SUPREME / PRINCE/ M/s. Jain Irrigation/M/s. Ajay pipes or other approved equivalent consisting following items of work:-i) Supplying & fixing C-PVC pipes, including necessary all fittings conforming to IS 15778ii) Laying and fixing the pipe and specials on exposed or concealed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/screws, rawl plugs, wooden gutties and branded clamps of Supreme/Prince make to the pipeline as per the site requirement.iii) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant codeiv) Making leak proof threaded / solvent joints. including cutting the pipe, Joint preparartion, cleaning, marking, application of solvent, assembling, curing etc. and the cost of jointing cement solvent materials.v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. proof joints.vi) Providing and fixing C-PVC jointable / threaded fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etcvii) including removing existing GI pipe line with fittings and specials etc.Note:- All brass threaded elbows and fittings shall be with additional support type of M/s. Prince, Supreme or other equivalent approved by EIC including necessary fixing arrangement such as screws, plug etc complete. SDR 11 Pipes and Fittings ( Mode of measurement :- The measurement shall per Unit RM length of pipe line laid or fixed. The measurement shall be taken along centre line of pipe. No measurement shall be recorded saperately for fittings etc. ) |
| 175 | a) 15 mm n.b |
| 176 | b) 20 mm n.b |
| 177 | c) 32 mm n.b |
| 178 | d) 50 mm n.b |
| 179 | Providing & Applying seamless Acrylic based chemical waterproofing system with minimum 1 mm DFT (dry film thickness excluding thickness of membrance) including surface preparation as per notes, including providing & applying crack filler & sealer, primer coat, reinforcing membrane (minimum 45 GSM) and multiple layers of chemical coat (2 to 3 coats as per manufacturer's specification with minimum consumption @ (1.6 +/- 5 % kg per sqm for horizontal surface and 1.0 +/-5 % kg per sqm for vertical surfcae) , removing the existing damaged water proofing treatment completely ( by machine polishing & grinding), washing by water jet, cleaning, all complete as per the manufacturers specifications and as directed by Engineer-In-Charge. Note:- Surface preparation and application of waterproof system :i) Preparation of surfaces by cleaning using high pressure water jet and remove all dirt, loose particles using metal brush (Removing all old existing water proofing treatment by machine grinding & polishing), opening up of cracks and grouting / filling the same with crack seal / chemical grout of same manufacturer. ii) Repaired surface shall be verified by EIC before further applications.iii) In case of improper slope, local depression etc., maintain the slope using polymer modified mortar or concrete 1:2:4 using 10 mm down aggregates which will be paid under relevant item. iv) The existing waterproofing ( viz APP Membrane / Chemical ) shall be removed properly before this new applications. v)Agency shall submit a detailed step by step method statement of application of entire water proofing system prior to the commencement of work for approval by department. |
| 180 | Providing, laying, jointing, fixing & painting heavy quality (Class 'C') M.S. Galvanized pipes as per I.S. 1239-1968 including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to I.S. 1239-1968 & also as per the code of practice of water supply in bldgs. Of I.S. 2065-1972 including laying under floors, chasing, in walls, roof slabs and making good the same to the original conditions, including the cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. including painting the pipe with coats of synthetic enamel paint over a coat of Primer & wrapping hessian cloth in concealed portion including removing the old damaged G.I. Pipes & handing over to Deptt. Stores, scaffolding, testing the pipes etc. complete all as per specifications and as directions of the EIC. |
| 181 | a) 15mm dia. |
| 182 | Supplying and fixing following size PVC-SWR pipes and Fittings for soil, waste,vent and rainwater pipe lines consisting following items of work:-i) Supplying PVC - SWR pipes and fittings conforming to IS 13592 of approved make and standard PVC clamps ( approx. 3.2 mm thick ) and nails or MS galvanised clamps having minimum 3 mm thick for fixing the pipe.ii) Fixing the pipeline vertically to plumb, keeping the pipe barrel 50 mm away from the wall face, using PVC or MS galvanised clamps Including scaffolding.iii) Providing and fixing PVC Domed roof outlet (grating ) for RWP & PVC cowl for waste / soil pipe.iv) Jointing the PVC pipes and specials by PVC solvent cement, rubber lubricant with rubber rings or any other approved equivalent method.v) Laying the pipeline below the ground to proper slope and gradient for making connection of soil and vent pipeline ( Vertical stacks ) with inspection chamber or manhole and waste water pipeline with gully trap chamber including the cost of cement mortar, water proofing compound etc., testing the vertical pipeline by smoke test and horizontal pipeline by 600 mm head of water and rectifying the leakages, if any all complete .vi) Cutting or making hole in RCC or brick work and reinstating the surface to it's original condition after passing the pipe with cement mortar / cement concrete etc. by adding approved water proofing compound. PVC - SWR Pipe & Fittings ( TYPE-B ) |
| 183 | a) 75 mm dia. |
| 184 | b) 110 mm dia. |
| 185 | Providing & fixing Chlorinated Polyvinyl Chloride (C-PVC) ball valve of 15 mm dia of class SDR 11 of M/s. SUPREME / M/s. PRINCE / M/s. Jain Irrigation / M/s. Ajay or other approved equivalent including all necessary fittings, fixing to correct line, level, plumb for water supply line, making leak proof solvent joints, including cost of all jointing solvent materials and testing to a hydraulic pressure for leak proof joint etc all complete all as per specifications and as directed by the Engineer in Charge. |
| 186 | Providing uPVC Floor Trap/ Nahani Trap of following size having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes with plugs if required etc. complete all as per specification and as directed by the Engineer in charge. |
| 187 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic. |
| 188 | Providing & fixing 125 mm dia S.S. grating for Nahani trap with necessary cement mortar 1:4 & matching cement and including removing existing grating, disposal of debris inside Anushaktinagar colony at the location identified by EIC etc complete all as per specifications and as directed by the Engineer in charge. |
| 189 | PART II : REBATE ITEMS |
| 190 | Rebate for Taking away dismantled item by the contractor |
| 191 | a) MS Windows made of Z Sections with glass |
| 192 | b) Teak wood frame |
| 193 | c) Panelled door shutters 32mm thick (approx) |
| 194 | d) CP Brass PH Items like bib tap, pillar cock stop cock, Towel rod, shower rose etc. |
| 195 | e) GI/CI pipe of various dia., grills, railing,reinforcement bars etc. |
| 196 | f) G M Valve up to 50mm |
| 197 | g) Scrap wood Please Enable Macros to View BoQ information |
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