Tender For Miscellaneous Civil & Ph Work For Making Vacant Flat Ready For Occupation Under Ttm-Iv Maintenance Unit At Anushaktinagar, Mumbai.
Tender Value
1.84 Crore
Estimated cost
Bid Submission
25 Aug 2026
24 days left
EMD
3.69 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Civil & Ph Work For Making Vacant Flat Ready For Occupation Under Ttm-Iv Maintenance Unit At Anushaktinagar, Mumbai.
BOQ
| Sl. No. | Item Description |
| 1 | NAME OF WORK Miscellaneous Civil & PH work for making vacant flat ready for occupation under TTM-IV Maintenance unit at Anushaktinagar, Mumbai. NIT NO DCSEM/CQD/QSB/TTM-IV- Vacant/26-27/NIT/49 dt.31.07.2026 GENERAL NOTES: |
| 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 -B |
| 9 | Arrangement of Water : as per Schedule -B |
| 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. |
| 41 | The agency shall have to commence the work and execute an average of Seven flats per week, subject to availability of flats. |
| 42 | 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. |
| 43 | 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. |
| 44 | The cement sand mortar use shall be 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 metallic tray only to make good consistency as per the specification of the Manufacturer. |
| 45 | PART A : CIVIL WORKS |
| 46 | PART B : PH WORKS |
| 47 | PART C : REBATED ITEMS |
| 48 | PART I : CIVIL WORKS |
| 49 | Plain cement concrete using graded stone aggregate of 20 mm max. size including consolidation, finishing, curing, cost of form work, shuttering, centering etc. at all level and locations complete all as per specification & as directed by the Engineer- in- Charge. |
| 50 | a) 1:2:4 |
| 51 | Brick work at all levels & location using Ready mix cement mortar 1:4 using well burnt locally available bricks of approved quality including scaffolding, raking out joints above ground level simultaneous pointing below ground level, curing, scaffolding etc. complete all as per specifications & as directed by the Engineer- in- Charge. |
| 52 | a) In foundation & plinth, drain walls, chambers etc. |
| 53 | Reinforcement with TMT bars of Fe500D grade for reinforced cement concrete conforming to IS at all floors & levels including, supplying, cutting, bending, fixing and tying in position with 1.6 mm dia soft drawn annealed binding wire including cost of binding wire, labour and welding of new reinforcement bars with existing reinforcement bars wherever required etc. complete all as per specifications and as directed by the Engineer- in- Charge. Note:- Binding wire required for the work will have to be supplied by the contractor & the same will not be measured for payment. |
| 54 | Providing & laying rubble stone soling using spotless stones of consolidated thickness (150/ 230 mm) with stones vertically handset, interstices packed with smaller stone chips, binding with murrum/ crushed sand, watering, consolidating & finishing to required levels etc. complete all as directed by the Engineer- in- Charge. |
| 55 | Providing IPS flooring of following thicknesses at all floors & levels, in cement concrete 1:2:4 using graded stone aggregate of 10 mm max. size laid to proper level or slope in alternate bays in panels of required sizes finished smooth including providing aluminimum strip of size 25 x 2 mm wherever required, curing, including removing carefully existing damaged/ worn out flooring and disposing off debris within colony etc. complete all as per specifications & as directed by the Engineer- in- Charge. |
| 56 | a) 50 mm thick. |
| 57 | Kotah stone flooring/ dado/ skirting at all floors & levels using minimum 25 mm thick machine cut machine polished kotah stone slabs laid over cement mortar bedding as specified below, close jointed & pointed with matching slurry of cement, finished to levels, slope or plumb, curing including removing carefully existing damaged/ worn out flooring and dado & disposing off debris with in colony etc. complete all as per specifications & as directed by the Engineer- in- Charge. |
| 58 | a) In flooring using Ready mix cement mortar 1:4, 20 mm thick bedding. |
| 59 | b) In dado/ skirting laid over Ready mix cement mortar 1:4 backing 12 mm thick. |
| 60 | Providing and fixing structural steel of approved grade of approved manufacturers using steel sections such as angles, flat, tees, channel, tubes, hollow section etc. of required sizes at all levels and locations including cutting, fabricating, welding, erecting & fixing in posion, necessary scaffolding and including painting one coat Zinc chormate primer and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces etc. compete all as directed by the Engineer- in- Charge. |
| 61 | Providing and fixing second class teak wood in frames of required sections for doors, windows, ventilators, clear storey window, partition, railing, battens & rafters etc. wrought framed and fixed in position including providing and fixing M.S. hold fasts of size 200 x 30 x 3 mm embedded in concrete block of P.C.C. 1:2:4 and fixing frame in position, labour for removal of door shutter carefully and refixing the same including applying one coat of approved wood primer & two coats of synthetic enamel paint to the exposed surfaces and two coats of bituminous paint to the surfaces of frames in contact with masonry concrete etc. including removing the old damaged frames and transporting to Deptt. Stores and making the adjacent plaster good to match with existing surfaces etc. complete all as directed by the Engineer- in- Charge. |
| 62 | Repairs to the existing door frame by replacing part of the frame with 2nd class teak wood at site of work by: i) Cutting of the damaged/ decayed portion of the door frame without disturbing/ removing of the existing frame. ii) Providing wood with 2nd class teak wood as per the existing frame for repairing of the damaged/ decayed portion of the frame including making lap joints for jointing the new wood with old wood work by fixing necessary screws and synthetic adhesive etc. complete. iii) Fixing the repaired door frame in position with embedding the frame upto 50 mm depth in the floor and fixing coach screws to the wall including breaking of the floor for making pocket, applying two coats of bituminous paint to the surfaces of frames in contact with masonry/ concrete, repairing floor with P.C.C. 1:2:4 finishing including one coat of synthetic enamel paint over one coat of primer on new work and one coat of synthetic enamel paint over entire surfaces of frame etc. & disposing off debris with in colony etc. complete all as directed by theEngineer- in- Charge. |
| 63 | Providing and fixing second class C.P. teak wood of required sizes and Sections for repairing the styles & rails & battens of panelled and battened door shutters of various flats at all floors, including carefully removing the existing door shutters & removing with fittings & fixtures, damaged/ decayed teak wood nail/ styles battens and plywood panel of shutters, cutting, plaining & jointing the wood, providing and fixing necessary screws and glueing the lap joints with synthetic adhesive fevicol or equivalent, plaining & finishing the new wood work to match with old work in proper line and level including cost of fixing the door shutters with all fittings & fixtures with one coat synthetic enamel paint over one coat of primer on new work and one coat of paint over entire surfaces of shutters etc. disposing off debris within colony etc. complete all as directed by the Engineer- in- Charge. |
| 64 | a) Teak wood. |
| 65 | b) 12 mm thick marine ply of approved make. |
| 66 | Providing & fixing approved quality block board of approved make in following thickness including cutting to required sizes and fixing the same with necessary nails/ screws/ adhesives in partitions, cupboard shelves, kitchen cabinets etc. at all floors & locations including, providing and fixing 6 mm thick teak wood beading to all exposed edges of block board including cost of nails, screws, adhesive, wastage in cutting, transportation etc. including cost of fixing the fittings, painting the surfaces with two coats of synthetic enamel paint over a coat of primer etc. including removing shutter/ shelves and transporting to Deptt. Stores, complete all as directed by the Engineer- in- Charge. |
| 67 | a) 20 mm thick block board shutter including providing & fixing SS piano hinges 35 mm wide. |
| 68 | b) 25 mm thick block board shelves. |
| 69 | Providing and fixing C.P. teak wood moulded beading 40 X 20 mm (architrave) size mentioned below around door & window frames at all floors & locations with necessary screws including two coats of painting with one coat of approved primer including cost of screws, wastages in cutting, transportation etc. including removing the old damaged beading and disposing the same complete all as directed by the Engineer- in- Charge. |
| 70 | Providing & fixing ordinary plain/ frosted/ Bajara sheet glass/ for MS openable/ louvers or aluminium sliding windows, glass doors, vision panels etc. of approved make of following thickness in various sizes as required at site, using first class glass oil putty of approved quality and make including supplying & fixing glazing pins, teak wood or aluminium beading, EPDM gasket etc. with necessary screws, nails etc. (as required), at all floors & locations including cutting the glass to required size, removing the existing broken/ damaged glass panes from windows/ doors/ partitions etc. along with its old oil putty/ gasket/ beading etc. carefully and disposing off the un-serviceable material with in colony including wastage in cutting, transportation etc. complete all as directed by the Engineer- in- Charge. |
| 71 | a) 4 mm thick plain glass for window panes. |
| 72 | b) 4 mm thick Bajra glass for windows/ louvers. |
| 73 | c) 5 mm thick plain glass with EPDM gasket for Aluminium windows. |
| 74 | Supplying & fixing in position the 30/40 mm thick solid core block board flush door shutters with commercial ply on both side conforming to IS with external type teak wood lipping of section 30 X 20 mm/ 40 X 20 mm alround, fixing shutters in position to pressed steel door frames/wooden frames at all floors by cutting/ planning if necessary including supplying & fixing heavy duty MS oxidised hinges including cost of fixing the fittings, painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. including removing the old damaged shutter and transporting to Deptt. stores all as per specifications & as directed by Engineer- in- Charge. |
| 75 | a) For Door 32 mm thick. |
| 76 | b) For Door 40 mm thick. |
| 77 | Providing and fixing in position 2nd class C.P. teak wood panelled door shutters of 35 mm thickness, styles , top & other rails 100 mm wide, lock and bottom rails 175 mm- 200 mm wide, with treated under vaccum pressure and kiln seasoned secondary species timber with insert panels of 12 mm thick marine plywood including supplying & fixing heavy duty MS oxidized hinges including painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. including cost of fixing the fittings, removing the old damaged shutter and transporting to Deptt. stores all as per specifications & as directed by Engineer- in- Charge. |
| 78 | Cement plastering using factory manufactured pre mix/ready mix mortar of approved make minimum composition of C:S is 1:4 suitable for internal plastering to wall and ceiling finished smooth over brick walls or concrete surfaces including acrylic based membrane curing of M/s. Anuvi Chemicals/ Fosroc/ Dr. fixit at all floors and levels including scaffolding, removing existing damaged/ worn out plastering and disposing off debris with in colony etc. complete all as per specifications and as directed by Engineer- in- Charge. |
| 79 | a) 12 mm thick. |
| 80 | b) 15 mm thick. |
| 81 | Sand faced cement plaster 20 mm using factory manufactured pre mix/ ready mix mortar of approved make minimum composition of C:S :: 1:4 suitable for external plastering over brick walls or concrete surfaces with base coat of 12 mm thick and finishing coat of 8 mm thick final rendering, including acrylic based membrane curing of M/s. Anuvi chemicals/ Fosroc/ Dr. fixit at all floors and levels including removing existing damaged/ worn out plastering and disposing off debris with in colony etc. complete all as per specifications and as directed by Engineer- in- Charge. (Scaffolding shall be paid under relevant item). Note: The contractor must take full precautions that original brick work is not damaged while dismantling of plaster. Incase of any damage the same shall be made good with 25g chicken wire mesh at his own cost. No separate payment for any additional thickness of plaster if any will be made. Contractor must visit site and acquint himself with the condition of building. |
| 82 | Pressure grouting through RCC slab/ brick masonry by drilling hole in RCC slab to required depth without causing any damaged to reinforcement, inserting ½” dia PVC pipe in hole securing the hole sides with mortar 1:2, pressure grouting with cement slurry mixed with approved water proofing compound @ 2% by weight of cement to required pressure, continuing the pressure grouting till the flow of cement slurry stops, removing the PVC pipe, sealing the hole with cement mortar 1:1, scaffolding etc. complete all as directed by the Engineer- in- Charge. |
| 83 | Providing and applying one coat of white cement based wall care putty of approved make over entire surface including preparing old painted surfaces by thoroughly scrapping oil bound distemper/ acrylic emulsion/ white wash etc, filling up the cracks, crevices, depression, holes, including sand papering and making surfaces even and smooth dusting/ cleaning, applying one coat of approved cement primer, scaffolding , covering the furniture etc. with tarpaulins or equivalent covering materials, cleaning of all surfaces etc.& disposing off debris outside colony etc. complete as per specifications and as directed by the Engineer-in-Charge. |
| 84 | Providing and applying one coat of cement based grey putty of M/s Roofit mix or other approved euivalent make over entire surface including preparing old painted surfaces by thoroughly scrapping oil bound distemper/acrylic emulsion/ white wash etc, filling up the cracks, crevices, depression, holes, spray curing for three day etc, including sand papering and making surfaces even and smooth dusting/cleaning, scaffolding , covering the furniture etc with tarpaulins or eqivalent covering materials, cleaning of all surfaces etc.& disposing off debris inside colony at designated location etc.complete as per specifications and as directed by the Engineer-in-Charge. |
| 85 | Repainting of old painted surfaces with two coats of Oil bound distemper of approved make & shade over two coats of approved primer consist of thoroughly scrapping oil bound distemper/ white wash surface, applying a coat of approved cement primer, filling upthe cracks with approved crack filling compound, applying approved stucco putty to entire surface to fill up crevices, mild depression etc. thoroughly scrapping the surface, applying 2nd coat of approved cement primer over putty work, apply two coats of Oil bound distemper paint including necessary covering material and removal of splashing & droppings from floors, walls including scaffolding, ladder as required & disposing off debris within colony etc. complete all as directed by the Engineer- in- Charge. |
| 86 | Repainting of old painted surfaces with two coats of premium quality acrylic emulsion paint of approved make & shade over two coats of approved primer consist of thoroughly scrapping oil bound distemper/ acrylic emulsion/ white wash surface, applying a coat of approved cement primer, filling upthe cracks with approved crack filling compound, applying approved stucco putty to entire surface to fill up crevices, mild depression etc. thoroughly scrapping the surface, applying 2nd coat of approved cement primer carrying out full stucco putty work, apply two coats of acrylic emulsion paint including necessary covering material and removal of splashing & droppings from floors, walls including scaffolding, ladder as required & disposing off debris within colony etc. complete all as directed by the Engineer- in- Charge. |
| 87 | Repainting of old painted surfaces with two coats Flat oil paint of approved shade and make over two coats of approved cement primer consist of thoroughly scrapping of all types of old painted surfaces , applying a coat of approved cement primer, filling upthe cracks with approved crack filling compound, applying approved stucco putty to entire surface to fill up crevices, mild depression etc. thoroughly scrapping the surface, applying 2nd coat of approved cement primer over putty work , apply two coats of Flat oil paint including necessary covering material and removal of splashing & droppings from floors, walls including scaffolding, ladder as required & disposing off debris within colony etc. complete all as directed by the Engineer- in- Charge. |
| 88 | Painting old wood/ steel work with two coats of Synthetic enamel paint of approved shade & make over one coat of primer including preparing surfaces, through scapping of MS work, filling with putty wherever required, scaffolding & cleaning etc. complete all as per specifications & as directed by the Engineer- in- Charge. |
| 89 | b) On steel surfaces with two finishing coats over a coat of steel primer. |
| 90 | Applying three coats of Touch wood of approved make & tint to obtain finish as required over a coat of wood filler including sand papering, cleaning, filling up holes, cracks & crevices with putty etc. complete to give an uniform shadeas directed by the Engineer- in- Charge. |
| 91 | Providing and applying three finished coats of exterior grade acrylic based emulsion (Over sand faced plastered surfaces/ RCC Jalli/ fins ) of Apex Ultima of M/s. Asian Paints/ Excel of M/s. Nerolac/ Heatshield of M/s. Dr. FIXIT/ Weathershield Max of M/s. ICI Delux or other approved equivalent make and shade over the sand face/ rough cast plaster/ RCC jalli/ RCC fins at locations as required including preparation in proportion of One litre of Apex Ultima or other makes with 400 ML. of potable water, thoroughly mixed and applied at an interval of 4-6 hours for each successive coats and ensure consumption of 0.27 ltr/ Sqm for 3 coats including scaffoliding, preparation of surface, cleaning and filling the cracks and crevices with Latex caulking crack filler etc. complete generally as per the manufacturer's specification and as directed by the Engineer- in- Charge. |
| 92 | Demolishing RCC works by chiseling at all levels including scaffolding,cutting of reinforcement bars by gas cutting, straightening and stacking of steel bars and disposal of unserviceable materials complete all as per specification & as directed by the Engineer- in- Charge. |
| 93 | Demolishing brick/ stone masonry in cement mortar and plaster at all floors & levels including scaffolding, stacking of serviceable materials & disposing off unserviceable materials etc. complete all as per specification & as directed by the Engineer- in- Charge. |
| 94 | a) Brick/ Stone masonary work. |
| 95 | 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 and comprising the following operations: 1. Breaking cracked / spalled concrete members along the cracks with plaster, including removing and stacking of all unserviceable material at site,simultaneous transportation and disposed at a location in Anushaktinagar as identified by EIC. complete all as per specifications and as directed by the Engineer-in Charge.2. Exposing and cleaning the reinforcement thoroughly by light tapping / wire brushing of using strong emery paper and finally by acetone /rust remover of Dr. Fixit / Anuvi chemicals / Fosroc or other eqivalent.3. Applying a coat of polymer and cement slurry in the ratio 1:1 by volume to the reinforcement bars.4. 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 below and the invoices/challans etc to be submitted to EIC for record. Appearance: Milky white Ph- value : 9-10 Specific gravity : 1.055+/-0.005 Solid contents(%w/w)-: 44+/-1 Viscocity at 25 degree C temperature (in sec): 15-20 Testing 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.5. Bond coat should be applied @ 0.37 ltr./layer/sq.m.6. Minimum FM of silica sand should be 2.10 |
| 96 | a) 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. |
| 97 | Providing and laying at all floors and levels Vitrified tiles of first quality Marbonite of M/s. H & R JOHNSON (INDIA) Ltd. or other equivalent approved make of approved colour, shade, pattern and of thickness as per manufacture's specifications, laid directly over tile, using polymer cum cement based adhesive (Type -II as per IS) manufactured by M/s. Roffe Construction or M/s. Bal Endura Chemicals or other approved equivalent in respect of flooring and fixed over 12 mm thick backing using ready mix cement mortar 1:4 in respect of skirting, close jointed and grouted using white/ colour cement slurry with pigments to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings/ cut out where necessary including wastage for odd shape of room and final cleaning of surfaces as required, curing etc. complete all as per specification, relevant IS code & as directed by the Engineer- in- Charge. |
| 98 | a) In flooring with tiles of approx. size 600 mm X 600 mm similar to Salt & Pepper (White/ Grey)/ Rigato/ Athelon of M/s. H & R Johnson (I) ltd. Or similar tile of other approved make, laid directly over existing tile using tile on tile polymer cum cement based adhesive. |
| 99 | b) In Dado/ skirting with tiles of size 600 X 100 mm similar to Salt & Pepper (White/Grey)/ Rigato/ Athelon of M/s. H & R Johnson (I) ltd. Or similar laid over 12 mm thick ready mix cement mortar 1:3 backing, jointed with cement slurry & grouted with pigment of matching shade & finishing the top of skirting etc. complete including dismantling the existing dado/ skirting tile and backing cement mortar disposal of debris etc. complete. |
| 100 | Providing & laying at all floors & levels first quality ceramic tiles of minimum thickness as specified by the manufacturer of M/s. H & R JOHNSON (INDIA) Ltd. or equivalent approved make of approved colors, shade and texture in flooring/ dado/ skirting as per approved pattern incluidng cost of all materials including of cutting the tiles to required shape, wastage, pointing the joints with white cement mixed with matching pigments to match the colour of the tiles, finished to line, level, slope & plumb, final cleaning of surface as required, curing, making necessary opening cutouts etc. and including removing existing flooring/ dado and disposing off debris complete all as per specifications, relevant IS code & as directed by the Engineer- in- Charge. |
| 101 | a) In flooring with tiles of size 300X 300 (approx size) similar to white/ ivory/ other approved colour quartze series of M/s. H & R Johnson or equivalent approved make with 20 mm thick 1:4 ready mix Cement mortar bedding. |
| 102 | b) In Dado/ skirting with tiles of size 300 X 450 mm (approx size) similar to Digital HD series tile Linea blue/ snow white of M/s. H & R Johnson (India) Limited or euqivalent approved make fixed over 12 mm thick ready mix cement mortar 1:4 backing/ fixed directly over existing tile with polymer cum cement based adhesive (Type-II) manufactured by Roffe Construction or M/s. Bal Endura Chemicals or other approved equivalent jointed with cement slurry & grouted with pigment of matching shade & finishing the top of skirting/ dado etc. complete. |
| 103 | Supplying & fixing 25 mm thick PVC integral free foam sheet in form of flush finish door shutter, 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 including providing recessions for hinges and 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 Aluminium Bow handles with back plate and including providing a vision panel opening of size 300 mm X 200 mm including providing and fixing PVC moulded louvers on both faces in the opening of vision panel with ss screws, all edges to be smooth finish with mixture of PVC powder & solvent etc. complete all as per specification and as directed by the Engineer- in- Charge.Notes:- 1) The entire door shall be jointless shutter.2) The sizes shall be approximately 650 mm X 2000 mm, owever exact dimensions shall be measured at site before manufacturing. |
| 104 | Providing and fixing in position at all floors, levels/ heights 18 mm thick mirror polished marble stones for door & window framing work in single piece of approved shade, finished sizes as directed including machine cut/ hand cut, final cleaning, moulding and polishing of exposed edges, in line, level, plumb including removing existing window/ door frame, shutter & fittings etc. and depositing the same at Deptt. store etc. complete all as per specifications, drawings & as directed by the Engineer- in- Charge. |
| 105 | a) 18 mm thick marble stone in overlapping & stepped pattern fixing the stone with ready mix cement mortar 1:3, 20 mm backing & overlapping of 20 mm shall be fixed with Araldite adhesive. (For door frame sides & top and window frame bottom cill) (Note: Exposed surface on Elevation & exposed vertical finished face shall be measured for payment in Sqm. Overlapping & edges etc. shall not be measured.) |
| 106 | b) 18 mm thick machine cut and single side machine polished Baroda green marble stone for window jamb, bottom of lintel, door cill in single piece laid over 20 mm thick 1:4 cement mortar including half round moulding & polishing of exposed face etc. complete. |
| 107 | Supplying, fabricating and fixing in position at all floors Aluminium sliding/ top hung/ fixed/ adjustable louvered windows & ventilators with rivit joint of specified size, made of integrated bronze anodised matt finished (15 micron thick) aluminium section (extruded) including for making exhaust fan frame work, handles of specified size etc. of approved manufacutres for following types with extruded sections of Jindal/ Hindal/ Aluminax or other approved equivalent make of approved sections with size and wights as directed for frames and shutters (including wastages if any) confirming to relevant IS specifications with all approved Bronze anodised aluminium fittings and accessories, latching fixture, 2/3 rollers with ball bearing of superior quality all as shown in the drawing including providing and fixing aluminium channel beading/ glazing clips fixed with necessary bronze anodised screws, grouting the gap with sealant and including dismantling of existing window frame and shutter, glass and depositing same to Deptt. store etc. all complete generally as per drawing, specifications etc. all as directed by Engineer- in- Charge. |
| 108 | Providing & laying machine cut machine polished Cuddapah stones as mentioned followings for kitchen platform top, vertical support/ shelves/ facia, beading 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 specifications and as directed by the Engineer- in- Charge. |
| 109 | a) For kitchen platform top, upto 750 mm wide and upto 1800 mm length in single piece consisting machine cut machine polished on one side, 30 mm thick Cuddapah stone (Kitchen pltform top) fixed with 20 mm thick 1:4 ready mix cement mortar including providing cut out if any, moulding and polishing the edges etc. complete. |
| 110 | b) For kitchen platform horizontal & vertical facia upto 100 mm wide machine cut machine polished on one side 20 mm thick Cuddapah stone fixed with epoxy resin base (Arladite adhesive or equivalent) including round moulding and polishing the edges etc. complete. |
| 111 | c) For horizontal beading of size 30 X 20 mm machine cut machine polished Cuddapah stone fixed with epoxy resin base (Araldite adhesive or equivalent) including round moulding and polishing the edges etc. complete. |
| 112 | d) 35 mm thick machine cut and both side machine polished Cuddaph stone for shelves including rubbing and polishing the exposed edges. |
| 113 | Providing & applying asian paint smartcare Damp block white colored coating over wall/ concrete surface including cost of removing existing old paint with putty etc. applying one coat of self priming coat of AP smart care damp block (diluted with water in 1:1 ratio) and applying two coats of AP smart care damp block (diluted with water in 3:1 ratio) etc. complete as per specification & as directed by the Engineer- in- Charge. |
| 114 | Labour Charges for removing carpet,clean the glue on flooring, brooming, washing/ mopping cleaning the switch board window, door shutters, ventllator sink, removing nails & anchor fasteners from vacant at & balcony including disposing off waste materials including cost of cleaning materials like brooms, detergents/ disinfectants etc. complete all as directed by the Engineer- in- Charge. |
| 115 | a) Upto Type III C including trasit/ efficiency flats. |
| 116 | b) Type IV D & above flats. |
| 117 | Removing loose/ shaky vitrified floor tiles and refixing the same using polymer modified cement based tile adhesive manufactured by by Roffe Constrution- NSA (Non Skid Adhesive) or M/s. Bal Endura Chemicals- Gold star including removal of loose/ shaky tiles cleaning back side of tile and removal of tile adhesive from existing floor area, cleaning etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 118 | Carrying out miscellaneous welding work at all levels & location for MS windows, ladders, fencing, gate etc. including required peg stay, cleat, louver cleat, hinges, member, hook, bolt, nut other required materials, labour, welding machine, welding rod etc. complete all as per specifications & as directed by the Engineer- in- Charge. |
| 119 | Mirror polishing on marble work/ Granite work/ stone work where ever required to give high gloss finish including preparation of surface, cleaning and filling the cracks with Epoxy crack filler etc. complete as per the specification and as directed by the Engineer- in- Charge. |
| 120 | Removing & Refixing of existing cupboard door shutter with frame including fixing of necessary arrangement like nailing, screwing etc.inclusive Reparing/ change of any broken wooden batton with existing matching, filling with putty and painting of two coats synthetic enamel paint of approved make including all the fixing arrangement as specification & as directed by EIC. |
| 121 | Removing & refixing exisiting door shutters in original condition after completion of repairing works of frames including all labours and all the fittings and fixtures etc. complete all as per specifiction and as directed by Engineer-in-Charge. |
| 122 | Maintenance of door shutter without removing from position including removing & re-fixing of fittings/ fixtures complete all as per specification & as directed by Engineer-in-Charge. |
| 123 | Providing and fixing heavy quality MS peg stay having size matching with existing window shutter with necessary screws etc. complete all as directed. |
| 124 | Supplying & fixing of following fittings & fixtures as directed by the EIC & as per sample available at unit store. |
| 125 | Night latch Full set with 7 levers similar to M/s. Godrej make (Cat No. 8261). |
| 126 | Mortice lock with brass parts and body with 6 levers,of Godrej/ Everite make or other approved equivalent with stainless steel duplicate keys and pair of detachable, pressure diecast chromium plated handle with chromium plated brass screws for left hand/ right hand and for single leaf shutter of 30mm to 40 mm thickness with brass socket plate. a) With handle on both sides of shutter. |
| 127 | ISI marked aluminium Bow Handle 100 mm. long with back plate, ' D ' section. |
| 128 | ISI marked aluminium Tower bolt 200 mm long. |
| 129 | ISI marked aluminium Tower bolt 150 mm long. |
| 130 | ISI marked aluminium Tower bolt 100 mm long. |
| 131 | ISI marked aluminium Tower bolt 75 mm long. |
| 132 | Superior Quality Aluminium door stopper Floor type with heavy quality rubber bush. |
| 133 | Nylon Rope 6 mm dia. |
| 134 | SS Jali (125/100mm) with/ without hole. |
| 135 | Heavy duty SS butt hinges of size 125mm X 76mm X 2.8 mm (ISI Marked) |
| 136 | Heavy quality magic eye/ door viewer of brass body, having minimum 180 degree wide angle lens suitable for flush door of thickness 35 mm to 50 mm, total length closed condition 40 mm, outside dia 25 mm, mounting diameter 14 mm having full thread for length adjustment. |
| 137 | SS Aldrop 250 mm long, 16 mm dia Barrel. with extra locking arrangement. (ISI marked). |
| 138 | Heavy duty 100 mm long sliding window zinc body lock with nylon hook and bracket, (Star lock or approved equivalent). |
| 139 | Heavy duty 205 mm long sliding window zinc body kin loan lock section 20 with nylon hook and bracket, (Star lock or approved equivalent). |
| 140 | Heavy duty 180 mm long sliding window zinc body kin loan lock section 20 with nylon hook and bracket, (Star lock or approved equivalent). |
| 141 | Heavy duty 180 mm long sliding window zinc body lock with nylon hook and bracket, (Star lock or approved equivalent) design register no: 179440/179441. |
| 142 | Heavy duty 140 mm long sliding window zinc body lock with nylon hook and bracket, (Star lock or approved equivalent) design register no: 179440/179441. |
| 143 | Superior quality heavy duty approved make PVC rollars with ball bearing. |
| 144 | PART II - PUBLIC HEALTH WORKS |
| 145 | Providing, laying, jointing, fixing, testing & 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 tittings 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 inlcuding 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 removing the old damaged G.I. pipes & handing over to Deptt. stores, scaffolding, testing the pipes etc. complete all as per specificaton and as directed by the Engineer- in- Charge. Note: The measurement shall be taken along the centre line of pipes & fittings or specials but excluding flanges. |
| 146 | a) 15 mm n.b. |
| 147 | b) 20 mm n. b. |
| 148 | c) 25 mm n.b. |
| 149 | d) 32 mm n.b. |
| 150 | e) 40 mm n.b. |
| 151 | f) 50 mm n.b. |
| 152 | g) 65 mm n.b. |
| 153 | h) 80 mm n.b. |
| 154 | Labour charges only for carefully removing/ dismantling the existing G.I. Water supply pipe line in all sizes, along with its existing fittings at all floors and location including cleaning the pipes with thin rod, removing sand particles or miscellaneous other obstructions in pipes and fittings including labour charges for replacing the damaged/ unserviceable G.I. Pipes & fittings wherever found necessary including refixing the same in its original position in proper line, level and plumb with necessary specials/ fittings making threadings, jointing the pipes and fittings with hemp yarn, white zinc paste, clamping, testing the pipes & fittings for leakproofness and smooth working including returning the defective/ unserviceable materials to stores of maintenance Units etc. complete all as per specifications and as directed by the Engineer- in- Charge. Note: Necessary materials required for replacement shall be supplied by the Deptt. free of cost. |
| 155 | Providing & fixing European water closet/ Anglo Indian WC of approved make with 'P' or 'S' trap wash down pattern European water closet best indian make in white glazed vitreous of size 460 mm X 330 mm and including cost of removing the existing one & disposing off debris etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 156 | Providing & fixing Orissa pattern W.C. of approved make comprising of Orissa pattern W.C. with 'P' or 'S' trap best Indian make in white glazed vitreous china ware of size 580 mm X 400 mm including the cost of removing the existing damaged/ broken and making good the surrounding with cement mortar/ concrete tiles maching to the existing finish & disposing off debris etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 157 | Providing & fixing wash basin of approved make with plain rims in white glazed vitreous chinaware supported on suitable wall brackets and of size mentioned below, including cost of removing the existing wash basin and necessary C.I. brackets shall be provided by the contractor including fixing the existing fittings such as pillar cock, inlet connection, stop cock, waste coupling, bottle trap etc. & disposing off debris, complete all as per specifications and as directed by the Engineer-in-Charge. |
| 158 | i) 550 mm x 400 mm. |
| 159 | ii) 450 mm x 300 mm. |
| 160 | iii) Under counter oval shape wash basin of size 560 X 410. |
| 161 | Providing and fixing approved quality 10 Ltrs. capacity (PVC flushing cistern) SLIMLINE or CERA or approved equivalent flushing cistern High/ low level conforming to relevant IS:7231 including all internal fittings, pull chain/ Knob, heavy duty PVC pipe/ bend connecting with existing concealed/ open pipe leading to water closet and reinstating/ making joint leak tight etc. mounted on brackets including cost of removing the existing one depositing to Deptt. stores etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 162 | Providing and fixing PVC flush pipe Everlast or equivalent of 32 mm dia up to a length of 1 M (approximate) and connecting to the flush tank with proper brass check nut and connecting to the W.C. pan and making leak proof joints of flush and W.C. ends and including removing the existing one etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 163 | Providing & fixing in position best quality bevelled edge plate Glass Mirror of 6 mm thick with marine ply wood back 6 mm thick, CP brass cup screws and caps, washers etc. including providing & fixing rawl plug in wall, wooden packing behind the mirror if necessary, reinstating the damages to its original condition etc. and painting the ply with 2 coats of Synthetic enamel paint over a coat of wood primer all complete as directed by Engineer- in- Charge. |
| 164 | a) Size 600 X 450 mm. |
| 165 | b) Size 500 X 350 mm. |
| 166 | c) Size 450 X 300 mm. |
| 167 | Providing and fixing of PVC Nahani Trap of Prince or supreme or other approved make with 100 mm/ 75 mm openings including carefully removing of old damaged Nahani Trap at all level and disposing debris at the directed place all complete and as directed by Engineer- in- Charge. |
| 168 | Providing and fixing in position heavy pattern screw down gun metal Gate Valve conforming to IS:778 with hand wheels at top including testing for 10 Kg./Sq.cement mortar. pressure with clean and potable water with a minimum testing duration of two hours etc including removing gun metal Gate valve & returning to Deptt. stores etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 169 | a) 15 mm n.b. |
| 170 | b) 20 mm n.b. |
| 171 | c) 25 mm n.b. |
| 172 | d) 32 mm n.b. |
| 173 | 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.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 incuding encasing the pipe line using CC 1:3:6 etc. 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. NOTE: Rate quoted shall be for Each item including removal of existing damaged material and depositing to Deptt. Stores/ disposing off the debris. PVC - SWR Pipe & Fittings ( TYPE-B ) |
| 174 | a) 40 mm dia. |
| 175 | b) 50 mm dia. |
| 176 | c) 75 mm dia. |
| 177 | d) 110 mm dia. |
| 178 | Providing brick bat coba using 40 mm size graded brick aggregate in ready mix cement mortar 1: 4 for filling in sunken floor at all levels and locations, and finishing the surface even so as to be suitable to receive the water proof cement plaster etc. including curing, finishing and removing existing worn/ damaged plaster & disposing off debris etc. complete all as per specifications and as directed by the Engineer- in- Charge. |
| 179 | Providing cement based waterproofing treatment to the sunken floor of water closets, bath rooms, nahanis, washing places etc. giving injections to the concrete surface as required with cement and approved waterproofing compound solution to fill all inherent holes, voids, honey-combs etc. in the concrete, applying waterproof plaster of about 25 mm thick for the floor areas of the depression and about 18mm on the side walls of the depression and continue the vertical treatment on the walls above the proposed floor finish upto a height of 600 mm with surface suitable and even to receive tiles including applying one coat of zycosil coating with (1 zycoil : 20 Water) solution testing the treatment for water tightness by impounding water for 7days etc. complete all as directed by the Engineer- in- Charge.Notes:- i) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Appendix 'D' for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treatment in bone dry condition for 5 years. During the guarantgee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about suchleakages/ defects.ii) The measurement for payment shall be actual area covered by the treatment.iii) The waterproof brick bat coba filling coming over the waterproof plaster shall be measured in Cum separately and the cost of the same is not incuded in this item. |
| 180 | Labour charges only for carefully removing of all type of chokages as & when required at various floor levels from kitchen sink, wash basins, bathrooms, water closets, gully trap chambers, internal inspection chambers & drain pipes in service shafts of residential & non- residential building viz low rise building having Ground + 1 & upto Ground + 4 upper floors incluinding cleaning existing ACC & waste soil pipes stone ware pipe lead/ CP brass 'P' trap and bottal traps etc. of the above sanitary fixtures by the rodding or other suitable means like mechanical choke remover machine with KIWI Drainage chemicals hand pumps and all other cost for incidential charges to complete the job, whenever found necessary including throroughly removing the dirt, seware sludge and miscellaneous rubbish in and around the inspection gully trap chambers & disposing at the same away from building within a lead of 150 m or to the nearest disposal ground including washing the floor aeras in service shafts with phenyl water all inclusive of labour ,tools, phenyl etc. complete all as directed by the Engineer- in- Charge. Note:- 1) The contractor shall make his own arrangement for opeining & closing of plugs of cleaning eyes for waste soil pipes, lead trap etc. at his own cost. 2) The chokages complaints shall be attend proparly by the contractor by arranging sufficient number of labour commensurate with the magnitude of work involved. The labour shall be made available daily for full day for his working days a week during the working hours of the maintenance office. |
| 181 | a) Chokes in bath/ WC/ Kitchen sink/ wash basin. |
| 182 | b) Chokes in gully trap. |
| 183 | c) Manhole inspection chambers. |
| 184 | Providing & fixing on Exposed or concealed surfaces the following dia Chlorinated Polyvinyl Chloride (C-PVC) pipe of specified class of M/s. SUREME/ PRINCE or other approved equivalent consisting following items of work:-i) Supplying & fixing C-PVC pipes including necessary all fittings conforming to IS 15778.ii) Laying and fixing the pipe and specials on exposed 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 relevant code.iv) 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, etc.vii) 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. Prine, Supreme or other equivalent approved by Engineer- in- Charge including necessary fixing arrangement such as screws, plug etc. complete. (Mode 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.)SDR 11 Pipes and Fittings |
| 185 | a) 15 mm n.b. |
| 186 | b) 20 mm n.b. |
| 187 | c) 25 mm n.b. |
| 188 | d) 32 mm n.b. |
| 189 | Supplying & fixing only of following PH Items.(A) 'JAQUAR' - Continental Series - for Sink Tap ( Cat no 347 )/ Bib tap ( Cat no: 107 )/ Angle Cock ( cat No: 055)/ Pillar tap ( cat No: 011) / Wall Mixer (cat No 275). |
| 190 | i) Spindle ( code No : ZCA - 001). |
| 191 | ii) Washer ( code no : ZCA - 005 ). |
| 192 | iii) Top cap ( code no ZKB - 002). |
| 193 | iv) Knob ( code no ZKB - 001). |
| 194 | v) Screws ( code no : ZKB - 045). |
| 195 | vi) Aerator. |
| 196 | Repairing of existing brick masonry Gully Trap chamber of (300 X 300 mm size) and upto 600 mm initial depth consisting following items of work all as per specifications and as directed by Engineer- in- Charge. |
| 197 | Providing & fixing square mouth uPVC gully trap of size 150 X 150 mm with 110 mm outlet of approved Make embedding in position in cement concrete 1:2:4, over 230 mm thick stone soling inside the chamber including dismantling & removal of existing. |
| 198 | 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. |
| 199 | Providing chemical based water proofing treatment of approved make (Indofil/ Pidilite/ Asian) over bath/ WC brick bat coba & other locations as per the following procedure: a) Cleaning completely the existing surafce to remove all dirt with wire metal brush. b) Applying a primer coat of water proofing compound (diluted with clean water as per recommendations of manufacturer) over the entire area to be treated including filling up of cracks, if any with CM-1:3 mixed with waterproofing compound. c) Applying a first coat with water proofing compound with cement in 1:1 ratio. d) Providing and spreading of polycon based fibrous water proofing net for entire area including lapping as per manufacturer's specifications immediately after applying first coat and curing. e) Applying second coat with water proofing compond with cement in 1:1 ratio over the polycon based fibrous net. f) Applying top coat with undiluated water proofing compound.Notes: i) The entire work shall be carried out a per manufacturer's specification and as directed by the Engineer- in- Charge.ii) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Appendix 'D' for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treatment in bone dry condition for 5 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about such leakages/ defects. |
| 200 | Providing & fixing large flat back half stall urinal of size 610 mm X 400 mm X 380 mm of M/s. Hindustan Sanitaryware/ CERA Brand/ Neycer orapproved equivalent supported on suitable wall brackets with 32 mm n.b. heavy quality Dripless/ Kingston make C. P. brass bottle trap with extension piece and wall flange suitable heavy C. P. brass wasteincluding C. P. dome grating etc. complete all as directed by Engineer- in- Charge. |
| 201 | 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. |
| 202 | a) size 32 mm. |
| 203 | Supplying & fixing following fittings & fixtures as directed by the EIC & as per samples kept in unit stores. |
| 204 | PVC connection pipe, heavy duty type of best quality, 15 mm dia, 600 mm long with stainless steel check nuts of 15 mm dia and PVC/ silicon/ rubber washer at both the ends. (Minimum pressure rating 10 Kg/cm2) (Suitable for hot water). |
| 205 | Heavy quality solid plastic seat and lid of white shade with C.P. brass pillar hinges conforming to IS 2548 (Hollow type of European water closet/ Anglo Indian Water closet/ Single suit water closet). |
| 206 | Heavy quality C.P. brass waste coupling (32 mm /40 mm dia), heavy half/ full thread (Minimum weight 200 gms). |
| 207 | 15 mm dia CP brass screw down, non fancy BIB TAP having full turn of M/s. TECHNO or other approved make conforming to IS 781-1984 and its latest amendments and ISI marked. (Minimum weight 400 gms). |
| 208 | 15 mm dia CP brass screw down, non fancy Pillar tap having full turn of M/s. TECHNO or other approved make conforming to IS 1795-1982 and its latest amendments (Minimum weight 650 gms). |
| 209 | 15 mm dia CP brass screw down, non fancy STOP COCK having full turn of M/s. TECHNO or other approved make conforming to IS 781-1984 and its latest amendments and ISI marked. (Minimum weight 400 gms). |
| 210 | 15 mm dia CP brass bib tap Top portion consists of handle, spindle, washer plate and washer nut (jumble valve), PVC/ silicon washer etc of M/s. TECHNO or other approved make conforming to IS 781-1984 and its latest amendments and ISI marked. (Minimum weight 190 gms). |
| 211 | Heavy quality C.P Brass non fancy round Shower rose of 75 mm dia with built in ball joint, pivot type with full threaded coupling suitable for fixing on G.I. water pipe line of 15 mm dia, having minimum weight of 125 gms, all as per specifications. |
| 212 | Best quality PVC corrugated flexible pipe, non spring type, having PVC waste coupling 32/40 mm dia, waste pipe of 25 mm dia having 900 mm length with wall thickness of 0.5 mm, having PVC waste outlet bottom piece, suitable for Kitchen sink/ Wash basin. |
| 213 | Heavy Quality CP brass hand held jet spray (Health Faucet) for ablution (minimum weight of 250 grams for CP brass jet spray only) without pipe & wall bracket etc. |
| 214 | Heavy Quality PVC flexible pipe with SS metal thread braided/ wrapped of 15 mm size having minimum length of 1.00 metre for connection with washers for connection of hand spray with washer etc. complete. |
| 215 | Kitchen sink waste coupling of 100 mm nominal size with 32/40 PVC reducer cum adaptor. |
| 216 | Flush tank repairing kit of approved make, size & shape having 15 mm dia PVC ball, 225 mm long PVC plunger, PVC valve with accessories, flush tank knob, lever, syphon (Full set), check nut, coupler, washer etc all accessories & parts as included in standard kit. |
| 217 | C.P. brass towel rods of size 600 mm X 20 mm with a pair of C.P. brass brackets, wall flanges C.P. brass brackets, wall flanges etc. ( Minimum weight of 150 gms.). |
| 218 | Heavy quality C.P. brass waste coupling (32 mm /40 mm dia), heavy half/ full thread (Minimum weight 200 gms). |
| 219 | Supplying & fixing CI bracket 150 mm length for support wash basin. |
| 220 | Part III - Rebate Items |
| 221 | Rebate for taking away dismanteled item by the contractor…… |
| 222 | a) Teak wood. |
| 223 | b) Scrap wood. |
| 224 | c) Panelled/ Flush door shutter up to 38 mm thick. |
| 225 | d) CP brass PH items like bib tap, pillar cock, stop cock.. |
| 226 | i) Bib tap. |
| 227 | ii) Stop cock. |
| 228 | iii) Pillar tap. |
| 229 | iv) Bottle trap. |
| 230 | v) Waste couplings. |
| 231 | vi) Towel rod. |
| 232 | e) GI Pipes |
| 233 | i) 15 mm n.b. |
| 234 | ii) 20 mm n.b. |
| 235 | iii) 25 mm n.b. |
| 236 | iv) 32 mm n.b. |
| 237 | v) 40 mm n.b. |
| 238 | vi) 50 mm n.b. |
| 239 | vii) 65 mm n.b. |
| 240 | viii) 80 mm n.b. |
| 241 | g) GM gate valves up to 50 mm dia. |
| 242 | i) 15 mm n.b. |
| 243 | ii) 20 mm n.b. |
| 244 | iii) 25 mm n.b. |
| 245 | iv) 32 mm n.b. |
| 246 | v) 40 mm n.b. |
| 247 | vi) 50 mm n.b. |
| 248 | vii) 65 mm n.b. |
| 249 | viii) 80 mm n.b. |
| 250 | h) PVC flushing cistern. |
| 251 | i) MS/ Al Windows made of Z Sections/ Grill. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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