Tender For Comprehensive Maintenance And Repairs Of Oyc Heritage Building, Anushakti Bhavan & Other Non-Residential Buildings Under Oyc Maintenance Unit At Mumbai - (Civil, Ph & Monsoon Protection Works).
Tender Value
1.35 Crore
Estimated cost
Bid Submission
09 Nov 2026
13 days left
EMD
2.71 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 → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Comprehensive Maintenance And Repairs Of Oyc Heritage Building, Anushakti Bhavan & Other Non-Residential Buildings Under Oyc Maintenance Unit At Mumbai - (Civil, Ph & Monsoon Protection Works).
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Comprehensive maintenance and repairs of OYC heritage building, Anushakti Bhavan & other non-residential buildings under OYC Maintenance Unit at Mumbai - (Civil, PH & Monsoon protection works). NIT NO. DCSEM/CQD/QSB/CMU/26-27/NIT/61 dt. 09.10.2026 GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is located at OYC compound near Gateway of india 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 contractor shall arrange to provide the services on Saturday, Sunday and other holidays in case of emergency as required by Engineer in charge, failing which penal recovery @ Rs.500 per day, shall be made. Decision of Engineer in charge will be final. The contractor shall ensure that the daily work start early in the morning. |
| 42 | No debris shall be left over during the repair works under each item on any day. An area for 'Debris bins' will be identified on the request of contractor for collection of debris generated on day to day basis. The Debris from debris bin shall be cleared every week. The contractor must maintain adequate number of wheel borrows all the time for shifting the debris to Debris bin. Penalty shall be imposed @ 550/- per week, if debris is not disposed off, beyond one week of intimation. |
| 43 | All breakdown calls /complaints received during normal working hours should be attended to, at the shortest possible time. |
| 44 | The contractor shall provide daily report stating the nature and location of complaints / work done to the Engineer in charge or authorized representative daily in the format. |
| 45 | The contractor shall provide & maintain triplicate book for receiving the job complaint order from Engineer in charge daily in the approved format. |
| 46 | Each job is identified as following category based on its priority. A) Normal - 5 working days B) urgent - 1 working day Penal recovery as under shall be made for delay in execution of work A) Normal - Rs. 100.00/ day B) urgent - Rs. 200.00/ day decision of Engineer in charge shall be final for deciding the job as A or B Category before allotting the job. |
| 47 | Penal recovery shall be made @ Rs.500/- per day/room/toilet if water taps/bib cocks, flushes etc. are left open. In case of any further material loss due to this negligence in other room/toilet, same will have to be borne by contractor. Name of Work: Comprehensive maintenance and repairs of OYC heritage building, Anushakti Bhavan & other non-residential buildings under OYC Maintenance Unit at Mumbai - (Civil, PH & Monsoon protection works). NIT NO. DCSEM/CQD/QSB/CMU/26-27/NIT/61 dt. 09.10.2026 GENERAL NOTES Sr. No. Details / Description of Notes NOTE FOR BRICK MASONRY 1) The contractor shall get approved the samples of bricks from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work.2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost.3) One masonry wall thickness shall be considered as 230 mm and half brick wall as 115mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department.4) The rate shall include cost of making brick masonry to all geometrical shapes and sizes without any extra cost to the Department. NOTE FOR PLASTERING WORK a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams. NOTE FOR SCAFFOLDING WORK 1)The building is G+4 storeyed & hence contractor has to observe all safety procedure while working on heights as per I.S 3696 (Part-I) 1987 (Safety Code for scaffolds)2) Suitable double nylon net with a mesh size of 25mm shall be provided at 4 M. height from the ground level around the buildings upto adistance of minimum 3 M. from the edge of the building in all sides to catch any falling objects causing accidents.3). Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling bodies coming out during the work is in progress.4) Contractor has to provide nylon mesh and screen to avoid falling bodies at his own cost and no extra payment shall be made for same.5) The scaffolding system shall be stiffened with bracings, runners, connection with building etc. Making arrangments for inspection of work at required location with essential safety features.6) The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.7). The scaffolding shall be done using good quality and sturdy 'H' frames with horizontal and vertical MS pipes of minimum 40 mm nb @ suitable spacing as per latest relevant I.S. specification which should be suitably overlapped at junctions and cross braced wherever required and securely tied, supporting/anchoring the scaffolding with building members as permitted, at every alteranate floor level along the height of the building, tieing the free ends of frames at terrace level, providing bearing plates and making foundation blocks at the bottom of each legs of H frames for proper bearing and support. |
| 48 | ABSTRACT SHEET |
| 49 | PART I : CIVIL WORKS |
| 50 | PART II - PUBLIC HEALTH WORKS |
| 51 | PART-III: MONSOON PROTECTION WORKS |
| 52 | PART-IV- PEST CONTROL WORKS |
| 53 | PART V : REBATE ITEMS |
| 54 | PART I : CIVIL WORKS |
| 55 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 56 | Depth not exceeding 1.5 m from ground level |
| 57 | Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below 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.) |
| 58 | Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) |
| 59 | Reinforcement for RCC work including supplying, delivering, storing of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending, placing in position at all 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.) |
| 60 | Thermo Mechanically Treated bars of grade Fe-500 D manufactured by SAIL, TATA STEEL and RINL only. |
| 61 | Brick masonry work using well burnt bricks from approved lot of class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 in cement mortar 1: 6 to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. |
| 62 | In sub structure (foundation, plinth, cable pits, trenches, steps) |
| 63 | In super structure at all floors, levels & locations |
| 64 | Half Brick masonry in super structure at all floors, levels and locations, partition walls, dwarf walls, cupboard walls, parapets, under platforms, curtain walls, fins, external boxing etc using well burnt bricks from approved lot of class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 as specified) in cement mortar 1:4 (as specified) to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. |
| 65 | With providing 80 mm thick RCC (1:2:4) stiffeners at every one metre height including cost of concrete & formwork but excluding the cost of steel reinforcement, which shall be paid under relevant item. |
| 66 | Making various elevational features such as panels/ arches/ mouldings/ bands of various sizes and shapes as mentioned below in C.M. 1:3 in proper line, level, shape and design as shown in the drawings, providing and fixing chicken wire mesh, preparing surfaces, rendering with sponge, scaffolding, curing, etc., complete all as per drawing, specification and as directed by the Engineer-in-Charge. |
| 67 | Panel projections of various size (100 X 100 mm to 500 X 500 mm size) etc (10 mm projection over plastered surface) |
| 68 | Random rubble stone masonry work using spotless black trap or approved local stone in cement mortar 1:6 , to correct line, level and plumb including curing, scaffolding, providing bond stone at 900 mm in vertical & horizontal course and including racking out of joints or simultaneous flush pointing etc all as per specifications, drawings and as directed by Engineer in charge. |
| 69 | In sub structure/ Super structure, at all floors , levels & location using stone Supplied by contractor. |
| 70 | Providing and laying machine cut and machine polished Kotah stone flooring, skirting, riser, treads at all floors, levels & location including cement mortar bedding / backing, close jointed & grouted with matching cement slurry and finished to line, level, curing etc. as required, including cutting of stone slab, wastage, making cut outs, wherever required, machine polishing/ hand polishing (where machine cannot have access) etc. complete all as per specifications, drawings and as directed by the Engineer in charge. |
| 71 | In flooring with mirror polished, 25 mm minimum thickness kotah stone slab of size 600mm x 600mm / 575mm x 575mm laid over bedding of 20 mm thick cement mortar (1:4). |
| 72 | In dado/skirting with mirror polished, 20 mm minimum thick kotah stone fixed over bedding of 12 mm thick cement mortar (1:4). |
| 73 | Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile/ Anti Skid Vitrified tile Vitrified tile double charge/ multi charge (Glossy/Matt/Satin)/ approved manufacturers of 600mm X 600mm 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:- 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. |
| 74 | In flooring using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 20 mm thick cement mortar1:4 bedding 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, |
| 75 | 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. |
| 76 | 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.Note: The sizes of tiles mentioned are approximate and subject to the availability required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly. |
| 77 | 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) |
| 78 | 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), 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. |
| 79 | 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 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 |
| 80 | Including painting the exposed surface with two coats of synthetic enamel paint of approved make and shade over a coat of approved primer. |
| 81 | Including polishing with two coats of french spirit polish over a coat of wood filler to form uniform neat finish of approved make and shade. |
| 82 | Providing and fixing teak veneer of approved make and quality, including cutting to the required size and fixing with approved synthetic resin adhesive, with necessary panel pins, nails, screws, etc., for new/repair works and replacement of damaged veneer on doors, partitions, etc., at all floors, levels and locations; including removal of existing damaged veneer, repairing the shutters wherever required, and refixing the veneer after repair, complete with all necessary tools, materials, labour, transportation, wastage, etc., all complete as per specifications and as directed by the Engineer-in-Charge. |
| 83 | a)Using 4 mm thick teak veneer of approved make |
| 84 | Providing and fixing C.P. teak wood, fully glazed window shutters of assorted sizes and as per existing pattern, using teak wood members of size 70 x 30 mm including providing & fixing all the necessary heavy duty aluminium mongery fittings viz. handles, tower bolts, peg stays, locking arrangements, 4mm thick glass using approved quality & size, brass screws and applying two coats of synthetic enamel paint over one coat wood primer etc. complete all as per specifications and as directed by the Engineer-in-charge. |
| 85 | Providing & fixing in position approved quality 2nd class teak wood architraves section as given below of approvedprofile for the following sizes fixed to pressed steel frames of door/ cupboard/wardrobe/ MS doors at all floors as per drawing including providing and fixing M.S. self taped screws at 600 mm center, painting with two coats of synthetic enamel paint of approved make & colour over one coat of approved wood primer / polishing with two coats of french spirit polish over a coat of wood filler to form uniform neat finish (as specified) of approved make and shade. etc. all complete as per specification & drawings. |
| 86 | Size 50 mm X 20 mm of finished size, with chamfer, groove, corner, notch, (2 X 2 mm / 3 X 3 mm). |
| 87 | Size 35 mm X 12 mm of finished size, with chamfer, groove, corner, notch, (2 X 2 mm / 3 X 3 mm). |
| 88 | Providing and fixing 19 mm thick marine ply door shutter at all floors and levels consisting of single or double leaf shutters bonded with phenol formaldihyde resin of approved manufacture, with second class teak wood lipping of size 19mm X 20mm all round the shutter, including providing and fixing 1mm thick decorative laminate sheet of approved colour and shade fixed over both sides with approved adhesive as shown in drawing including cost of all materials, adhesives labours, wastages including fixing of fitting and fixtures (cost of fitting & fixture will be paid under relevant item) painting the edges with Synthetic Enamel paint etc. all complete as per specification, drawing and as directed by Engineer-In-Charge. |
| 89 | Providing & Fixing Marine plywood (BWP Grade) conforming to IS:710 at all levels & locations including all labour, cutting, wastage, sizing etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 90 | a) 6 mm thick plywood |
| 91 | b) 12 mm thick Plywood |
| 92 | c) 19 mm thick plywood |
| 93 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality etc complete all as per specifcations and as directed by the Engineer-in-Charge. |
| 94 | 1.0 mm thick (Plain) |
| 95 | 1.0 mm thick (Decorative, Wood Finish) |
| 96 | 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. |
| 97 | a) 4 mm thick plain / bajra / frosted sheet glasses. |
| 98 | b) 6 mm thick plain / Bajra / frosted sheet glass. With EPDM gasket for Aluminium windows. |
| 99 | C) 6 mm thick toughened / heat strengthened (as specified) clear float glass |
| 100 | Supplying & fixing in position the following type solid core block board flush door shutter (Single/ double leaf) with commercial ply facing / prelamination on both sides conforming to IS 2202 (Part-1) of approved make & brand with external / internal type second class teak wood lipping alround of required width and depth (20 minimum thickness all around) of shutter as per IS/as specified, fixing shutters in position to HMPS door frames/ wooden frames/ granite frame works (door frames shall be paid separately under relevant item) at all floors by cutting/ planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures with SS screws which shall be paid separately under relevant item), including view panel wherever required as per drawing, finishing as specified all as per specifications, drawings and as directed by Engineer In Charge. With commercial ply finish on both faces including providing & applying two coats of synthetic enamel paint of approved make and colour over a coat of approved pink wood primer / One face with melamine polish and other face with synthetic enamel paint / Both faces with melamine polish. |
| 101 | a) For Door 35 mm thick |
| 102 | b) For Door 40 mm thick |
| 103 | Providing and fixing solid block board for wardrobe / cabinet, Shutter, cupboard, kitchen cabinet etc. at all floors and levels consisting of single or double leaf shutters , shelves, sides, supports bonded with phenol formaldihyde resin, shutter of approved manufacturer, with second class teak wood lipping of size 19/25 mm X 20 mm all round shutter, shelves and side supports and 19/25 mm X 25 mm at Z shape / flat meeting style of shutter including all labour, material, wastage etc. complete all as per specification, drawing and as directed by Engineer-In-Charge. (Note: All members of wardrobe /cabinet, cupboard such as shutters, shelves, vertical support etc. shall be jointless and shall be measured seperately for payment.) |
| 104 | Providing and fixing 19 mm thick blockboard of approved make, faced with teak wood plywood on both sides, including preparation of surfaces with wood putty as required, one coat of approved wood primer and two coats of approved synthetic enamel paint of approved make and shade, complete with smooth finished surface. |
| 105 | b) 25 mm thick block board of approved make for shelves, with teak wood ply on both faces including painting with two coats of synthetic enamel paint of approved make & shade over one coat of wood primer including finished smooth with wood putty as required. |
| 106 | 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. |
| 107 | SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm) |
| 108 | SS But hinges (Heavy Weight), IS:12817 of size (100 X 60 X 2.5 mm) |
| 109 | SS But hinges (Heavy Weight), IS:12817 of size (75 X 50 X 2.5 mm) |
| 110 | Piano Hinges 19mm x 19mm x 1 mm |
| 111 | Supplying & Fixing 6- lever Mortice lock of chromium plated brass parts & body of approved brand & make, 200mm Handle Set Lock Body CK mortice lock with chromium plated brass screws etc. lock shall be fitted as per manufacturer specification and as directed by Engineer in charge. |
| 112 | Providing and fixing following matt finished brass oxidised fittings and fixtures of Shalimar or equivalent approved make including cost of necessary C.P. brass screw / adhesive, nut-bolt, washer etc. and other standard accessories etc. complete all as directed by the Engineer-In-Charge. |
| 113 | a) Heavy duty brass oxidised butt hinges of size 125mmX65mmX2.8mm |
| 114 | b) Brass oxidised mortise lock with golden coated Handle |
| 115 | c) Brass oxidised tower bolt 450 mm long with 10 mm dia barrel |
| 116 | d) Brass oxidised tower bolt 250 mm long with 10 mm dia barrel |
| 117 | e) Brass oxidised tower bolt 200 mm long with 10 mm dia barrel |
| 118 | f) Brass oxidised door stoppers with rubber bushing |
| 119 | g) Brass oxidised Aldrop 300 mm long, 16 mm dia Barrel. With extra locking arrangement. |
| 120 | h) Brass oxidised Aldrop 250 mm long, 16 mm dia Barrel. With extra locking arrangement. |
| 121 | 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.Note: A sample of each material listed above should be got approved by Engineer-in-Charge before supply. |
| 122 | a)Anodised Aluminium handles 100 mm with plate 150 x 32 mm |
| 123 | b)Aluminium Tower bolt 150 mm long x 10 mm barrel |
| 124 | c)Aluminium Door stopper with twin-rubber bushing (shutter mount type) |
| 125 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer of approved make conforming to IS: 3564 with ISI mark including necessary accessories and screws etc for fixing with alumnium/ wooden/ steel doors with necessary bolts & nuts, labour, scaffolding etc complete all as per specifications and as directed by the Engineer-in-charge. |
| 126 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture having ISI mark as IS : 6315, having brand logo embossed on the body / plate with double spring mechanism for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and having minimum 1.25 mm thickness stainless steel cover plates with brass pivot and single piece M.S. sheet outer box with slide plate, and other accessories required for the works to facilitate smooth operation of the door shutter etc complete all as per specifications and as directed by the Engineer-in-charge. |
| 127 | Providing and fixing following type of approved 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. |
| 128 | Concealed type heavy duty self closing hydraulic Door closer openable type in the direction of escape of approved make for door shutters. |
| 129 | Cement plastering work using cement sand mortar 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. |
| 130 | a) 15 mm thick. |
| 131 | Sand faced plastering work using cement sand mortar (1:4) or using ready mix cement mortar having cement : sand (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. |
| 132 | 20 mm thick in two coats for brick/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement or as per manufacturers specifications. (Using Cement : Sand (1:4) mortar) |
| 133 | Providing water proof plastering work of thickness as mentioned below, in using cement sand mortar (1:4) or using ready mix cement mortar having cement : sand (1:4) at all floors, levels & locations, in single coat finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. (inside trench/nalla/pit / storm water drains etc.) |
| 134 | 20 mm thick |
| 135 | Providing and applying 1.5 mm thick white cement based wall care putty in two coats of approved make, at all floors, levels and locations, over plastered surfaces finished smooth to correct line, level, plane, plumb etc., including preparing the surfaces, scaffolding smoothen the putty surfaces with very fine water proof emery paper to get a glossy finish etc. complete as per specifications, as per manufacturers specifications, drawing & as directed by the Engineer-in-charge. |
| 136 | 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). |
| 137 | On wooden surfaces including one coat of wood primer |
| 138 | On Steel surfaces including one coat of steel primer (red oxide based) |
| 139 | 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) |
| 140 | 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. ) |
| 141 | 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) |
| 142 | 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. ) |
| 143 | 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) |
| 144 | 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. ) |
| 145 | Painting of paver blocks & Chequered tile with two coats of floor paint (Floor Coat Emulsion, Premium Series) of approved make, shade, colour, pattern including cleaning the surfaces with water jet with high pressure water pump spray of at least 10 Kg/ Sqcm and brushing/ rubbing with coir to remove all foreign materials etc and including providing & applying one coat of primer with same floor paint (Floor Coat Emulsion), including all wastage, labour, material etc. complete all as per manufacturer's specification and as directed by Engineer- in- Charge. (Note:- The floor paint shall have abrasion resistant, anti-algal properties, washable, high adhesion and Semi-gloss finish) |
| 146 | Providing, applying and finishing with french spirit polish over old / new, wooden surface, at all floors, levels & location using two or more coats of french spirit polish over a coat of wood filler to form uniform neat finish, of approved make, shade and pattern including labour, material, scaffolding, surface preparation using sand paper & wood filler, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 147 | Providing, applying and finishing with melamine polishing over old wooden surface, at all floors, levels & location using two or more coats for matt/glossy finish to form uniform neat surface, using approved make material including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 148 | Providing and applying three coats of Acrylic Polyurethane (PU) coating/polish of Asian Paints or approved equivalent make, in approved tint and shade, on new or existing wooden table tops, cladding and cabinets, over one coat of wood filler, including filling of holes, cracks and crevices with approved quality wood filler, sanding, cleaning and spray-gun application, including all necessary surface preparation to achieve an even, smooth and uniform finish, complete with all materials, labour, tools, plants and incidental works, complete in all respects as directed by the Engineer-in-Charge. |
| 149 | Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) 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, shade and pattern including one coat of approved acrylic based water repellent primer 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. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. |
| 150 | Demolishing plain cement concrete/ reinforced cement concrete chiselling at all levels including scaffolding, collecting unserviceable material at identified place & disposing of the same from the premises etc. complete all as per specification & as directed by the Engineer-in-Charge. |
| 151 | Demolishing brick /stone masonry in cement mortar and plaster at all floors & levels including scaffolding, stacking of serviceable materials & collecting unserviceable material at identified place & disposing of the same from the premises etc. Outside /premises of /office colony etc. complete all as per specification & as directed by the Engineer-in-Charge. |
| 152 | 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 2.10 |
| 153 | a) Building up with polymer modified cementations 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 letters.) 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. Note:-Polymer used for this work in Kg shall be measured for payment. |
| 154 | Attending and carrying out day to day maintenance complaints under OYC Maintenance Unit , including minor repairs such as leak rectifications, choke removal, replacement of small fittings, minor plaster repairs, patchwork, small PCC repairs, tile refixing, minor brickwork repairs, door and window repairs, hinge replacements, repair of locking arrangement, minor repairs, to wooden fittings, cleaning of floor traps, cleaning of inspection chamber, repair to rain water pipes and other works assigned by engaging half-day man power with necessary tools, tool bag, complete in all respects for carpentry, plumbing, masonry,painter, related and miscellaneous works as directed by Engineer-In Charge. |
| 155 | Supplying and fixing in position at all floors, levels & locations, 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. ) |
| 156 | Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section. |
| 157 | Providing and fixing superior quality vertical blinds of M/s. VISTA or approved equivalent manufacturer with approved best quality fabric of required shade and colour, all accessories required for fixing in position all as per approved sample, design, pattern complete all as directed by the Engineer-In-Charge. Note: Mode of measurement shall be length of aluminium top runner x height from top of channel and up to bottom of blind. |
| 158 | Providing and fixing superior quality Roller Blinds of M/s. VISTA or approved equivalent manufacturer, with approved best quality fabric of required shade, colour and texture, including all necessary accessories, brackets, fittings and fixtures required for fixing and operating the blinds in position, all as per approved sample, design and pattern, complete in all respects as directed by the Engineer-In-Charge. Note: Mode of measurement shall be length of aluminium top runner x height from top of channel and up to bottom of blind. |
| 159 | Providing and fixing frosted strip glass film (Vinyl Sheets Sticker) 25 micron thick of approved shade/design of approved make & manufacturer (M/s. Garware / Lukzer or approved equivalent) over glass doors / windows etc including cutting to size, solution for fixing, cleaning the glass, wastage, labour etc. all complete as per specifications and as directed by Engineer in Charge. |
| 160 | Providing and fixing UV-stabilized pigeon nylon net of approved make/brand at all heights and locations, with mesh opening not exceeding 40 mm × 40 mm square. The edges shall be protected with nylon thread, including cutting the net to the required size, providing and making all necessary fixing arrangements suitable to the location, including all wastage, ladders, labour, materials, tools and tackles, etc., complete, all as directed by the Engineer-in-Charge. |
| 161 | Providing and fixing 0.5 mm (minimum) thickness GI CRCA sheet pre coated with high durable polyetser painted, at all floors, levels & locations, manufactured by approved manufactuter, the base metal shall be CRCA steel as per IS:513, having minimum yield strength of 240 MPa and minimum UTS of 280 MPa galvanized to 120 gsm zinc coating mass (total both sides) as per IS : 277, conforming to AS:35366 class 3 of Rustshield/ Corroshield, having approved colour, shade and profile, fixing the sheet using SS self tapping screws of suitable length @ 450 mm C/C (both ways as per availability of member) with drill machine including heavy quality bituminious / EPDM / neoprene washer, over structural steel members frame work over terrace including providing & fixing necessary ridges, gabels, valleys, gutters sections and including wastage, overlapps as per manufacturer's specifications, cutting, labour, scaffolding, machines, lifting, fixing etc complete all as per specifications, drawings and as directed by EIC. The total thickness of sheet, inclusive of all chemical treatment, primer and finished coats shall not be less than 0.50 mm. Mode of measurement: Actual area of roof coverings including ridges, eaves, gutter etc. after fixing shall be measured for payment. Corrugation, overlaps shall not be measured for payment. |
| 162 | Disposing off the surplus excavated materials debris / un-serviceable material beyond initial lead by mechanical transport to the near by Local Municipal Authority approved dumping pits/ dumping area outside colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority. Royalty for transportation, disposal of Rock, spreading etc. including obtaining permission from statutory authority, if any shall be borne by the contractor. |
| 163 | Providing & laying at all levels & location the homogeneous PVC flooring using PVC sheet / tile ( as specified and directed) in flooring / dado/ skirting of approved colour, shade, pattern, makem manufacturer on a smooth and damp proof base using approved quality and make rubber based adhesive as per manufacturer's specifications and including levelling undulations using POP, rolloing with light wooden roller weighing about 5 kg etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 164 | 2 mm thickness (Minimum) |
| 165 | Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames,column,beam, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing,platform, balcony hand railing, hoisting hooks, smoke vents etc. using 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.Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227. |
| 166 | Using structural steel sections of specified grade (YSt 240 / 310) |
| 167 | Providing and fixing 12 mm thick Hilux sheet in false ceiling or equivalent including ceiling support of G. I. gird work 22 gauge at 600 mm c/c with 4 mm dia G. I. rods and 50 mm long dash fasteners, including cutting the sheet to required size making necessary opening of electrical fixtures A. C grills, fixing to correct line & level etc. including removing the existing false ceiling carefully from existing frame work and disposing off debris from out of the premises etc. complete all as per drawing and directed by the Engineering-in-charge. Note:1) The rate shall include cost of additional members required if any for making cut out for fixing light fixtures, A. C. grills / diffusers etc.2) The rate shall also include cost of trap door including necessary fixtures etc. 3) The work to be carried out by reputed company having sufficient work experience of similar jobs. 4) False ceiling shall be got done through the approved agency |
| 168 | Providing and fixing 12.5 mm thick Plaster of Paris sheet (POP Sheet) in false ceiling or equivalent including ceiling support of G. I. gird work 22 gauge at 600 mm c/c with 4 mm dia G. I. rods and 50 mm long dash fasteners, including cutting the sheet to required size making necessary opening of electrical fixtures A. C grills, fixing to correct line & level etc. including removing the existing false ceiling carefully from existing frame work and disposing off debris from out of the premises etc. complete all as per drawing and directed by the Engineering-in-charge. Note:1) The rate shall include cost of additional members required if any for making cut out for fixing light fixtures, A. C. grills / diffusers etc.2) The rate shall also include cost of trap door including necessary fixtures etc. 3) The work to be carried out by reputed company having sufficient work experience of similar jobs. 4) False ceiling shall be got done through the approved agency |
| 169 | Providing & fixing in position suspended false ceiling system using 600 x 600 mm Calcium Silicate Ceiling tiles (M/s. Aerolite Ceiling Systems) having 15 mm densified edges and 100% humidity resistance, non combustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approved surface design and edge profile (Tegular/ Spintone) placed in a suspended grid of size of 600 x 600 mm made of hot dipped G.I. steel sections having an exposed surface capping of pre-finished baked polyester painted coil where in the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200mm centres along the length of ceiling with 4 mm dia G.I wire with necessary level adjusters and cross tees of size 24x 28 x 0.33mm x 1200 mm shall be inserted in to slots between the main tees at 600 mm centres and there after in direction vertical to the longer tees of size 24 x 28 x 0.33 mm x 600mm shall be inserted to form a grid size of 600 mm x 600 mm resting on the periphery walls on wall angles of size 22mm x 22mm x 300mm x 0.40 mm thickness etc. complete as per specifications, drawings and as directed by the Engineer-in-Charge. Note:- The entire grid system shall be designed to bear a distributed load of minimum 15 kg/sqm. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge. (Only calcium silicate false ceiling area will be measured for the purpose of payment)(M/s. Aerolite False Ceiling Tiles of Models Fine Fissured, Cosmos / Spintone / Hexa / Quadra with micro look system) |
| 170 | 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 joint less shutter. 2) The sizes shall be approximately 650 mm x 2000 mm however exact dimensions shall be measured at site before manufacturing. |
| 171 | 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. |
| 172 | b) 18 mm thick. |
| 173 | Providing and laying 80 mm thick paver block of M/s Supertile or approved make of size 250 mm X150 mm or required size , shape laid in pattern manufactured with cement grade not less than M40 over 50 mm thick stone dust beading, compacting, finish to line, level slope and plumb including cutting the block, making opening / cut-out wherever required, including removing existing damaged paver block including wastage, final cleaning disposing of debris out of the premises etc. complete all as per specification and as directed by the EIC. |
| 174 | Using reflective (Smooth finish) interlocking paver blocks |
| 175 | Removing and refixing rough/ smooth finished interlocking paver blocks of 80 mm thickness for pavement in footpath / parking at required loactions including supplying & levelling the stone grit and dust of 50 mm thick in proper line and slope evenly spread over the sub base after removing the existing stone dust including consolidation of sub base, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface including storing serviceale materials and disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge. |
| 176 | Providing & fixing in flooring chequered precast cement concrete tiles of specified size & thickness of approved make, shade, colour, pattern, design including providing & laying 20 mm thick bedding cement mortar of 1:4 using ready mix mortar (as specified) and including all wastage, labour, material, finishing, curing, maintaiong line, level etc complete all as per specifications and as directed by the Engineer-in-charge. |
| 177 | Using Chequered Tiles of Size 250X250X25 mm thick using Cement Mortar (1:4) |
| 178 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge. (Upto 5 mm depth and 5 mm width) |
| 179 | Machine polishing with Mirror finished on hydraulically pressed marble mosaic tiles (heritage series) i.e. flooring /dado to give high gloss finish etc. including cost of matching pigment of tiles, grouting the joints labour, material etc. all complete as per specification and as directed by the Engineer-In-Charge. |
| 180 | Labour charges for cleaning of glass on external surfaces at all floors from Ground Floor up to 4th Floor level, including labour, glass cleaner, scraper, liquid soap, cleaning tools, equipment and all necessary accessories, complete in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 181 | Supplying, fixing & erecting M.S. Double steel tubular scaffolding using 'H' frames with cup lock type with horizontal and vertical rows @ suitable spacing as per I.S. specification, scaffolding made with 40 mm dia heavy class MS seamless pipe, suitably overlapped at junctions and cross braced wherever required securely tied, supporting the scaffolding with building members, including dismantling & taking back the scaffolding, providing necessary safety belt, helmet & safety equipments to labours for works and including providing & fixing necessary required MS tube challies, MS clamps, MS staircsae system in scaffolding, working platform etc etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 182 | Providing & erecting double bamboo scaffolding for OYC Building using minimum 75 mm dia best quality bamboo tied with coir rope & the horizontal & vertical members of the bamboos provided as required at spacing of not more than 900 mm apart both vertically & horizontally including providing cross supports as struts to tie the scaffolding properly to the building for works of external surfaces of buildings as & when required including providing necessary safety belts to workers, dismantling the scaffolding after work is completed including cost of transportation, labour, safety belts etc. complete all as directed by the Engineer-in-Charge. NOTE: The mode of measurement shall be in square metre for the overall portion of external exposed surface area of buildings covered by scaffolding and the said area shall be measured flat. No deductions shall be made for any openings in the surface and the jambs / reveals. |
| 183 | Polishing of existing fittings with gold colour lacquer finish, including careful removal of the fittings, transportation to the factory/workshop for removal of existing oxidised coating and preparation of surfaces, application of suitable gold colour lacquer coating to achieve a uniform and smooth golden finish, providing and fixing suitable brass screws, transportation back to site and re-fixing the polished fittings in their original positions, including all necessary labour, materials, consumables, transportation, tools and equipment, complete in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 184 | a) Brass handle of size 250 mm long |
| 185 | b) Brass handle of size 150 mm long |
| 186 | c) Tower bolt of size 450 mm long |
| 187 | d) Tower bolt of size 250 mm long |
| 188 | e) Tower bolt of size 150 mm long |
| 189 | f) Aldrop of size 250 X 16 mm with extra locking arrangement |
| 190 | f) Aldrop of size 300 X 16 mm with extra locking arrangement |
| 191 | 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 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 deposing 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 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 stones2) Window jamb, cill & lintel bottom with granite /green marble Shall be mitred / partly mitred joint as directed by Engineer-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. |
| 192 | a) Jet Black Granite Stone |
| 193 | Cleaning the sand stone surface, Paver block, Tiles etc. and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 194 | Providing and fixing 5 mm thick ribbed carpet of approved make, colour and pattern, cut to the required size, over 5 mm thick foam sheet, including supply and laying of foam sheet, cutting and fitting, necessary wastage, fixing with approved adhesive/brass nails as required, removal and disposal of existing carpet, cleaning and preparation of the existing surface, including all materials, labour, tools and equipment, complete in all respects as directed by the Engineer-in-Charge. |
| 195 | Providing and fixing designer wallpaper of approximately 0.80 mm thickness, of approved design, colour, pattern and finish, of Wallproof or approved equivalent make, including necessary wastage due to odd-shaped areas of the room, surface preparation, approved adhesive, cutting, matching of patterns, jointing and fixing, including all materials, labour, tools, plants and accessories, complete in all respects as per drawings, manufacturer's specifications and as directed by the Engineer-in-Charge. |
| 196 | Carrying out cleaning, polishing, and applying lacquer coating on brass pots of the following height, complete as directed by the Engineer-in-charge. Note- brass pots supplied by the department |
| 197 | 200mm-500mm |
| 198 | 500mm-900mm |
| 199 | 900mm-1400mm |
| 200 | 900mm-1400mm |
| 201 | PART II - PUBLIC HEALTH WORKS |
| 202 | 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 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 removing the old damaged G.I. pipes & handing over to dept. stores, scaffolding, testing the pipes etc. complete all as per specification and as directed by the Engineer-in-Charge. NOTE:- 1) The measurement shall be taken along the centre line of pipes & fittings or specials but excluding flanges. |
| 203 | 15 mm (½\\") n.size |
| 204 | 20 mm(¾\\") n.size |
| 205 | 25 mm (1\\") n.size |
| 206 | 32 mm (1¼\\") n.size |
| 207 | 40 mm (1½\\") n.size |
| 208 | 50 mm (2\\") n.size |
| 209 | 65 mm (2½\\") n.size |
| 210 | 80 mm (3\\") n.size |
| 211 | Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, jet sray, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :-i) Supplying CPVC pipes and all required CPVC plain/ and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2½”) and above.ii) Laying and concealing the pipe and specials for water supply by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.iii) 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.( 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 separately for fittings etc. )SDR 11 Pipes and Fittings |
| 212 | 15 mm (½\\") n.size (SDR-11 as per IS:15778) |
| 213 | 20 mm(¾\\") n.size (SDR-11 as per IS:15778) |
| 214 | 25 mm (1\\") n.size (SDR-11 as per IS:15778) |
| 215 | 32 mm (1¼\\") n.size (SDR-11 as per IS:15778) |
| 216 | 40 mm (1½\\") n.size (SDR-11 as per IS:15778) |
| 217 | 50 mm (2\\") n.size (SDR-11 as per IS:15778) |
| 218 | Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:-i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved makeii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved makeiii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware.iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line.v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline.vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compoundvii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations.viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etcx) Dewatering the pit/ trenches if necessary till completion of workxi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured.xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps.Note: Earthwork excavation for trenches shall be paid under relevant items1) The measurement shall be taken along the centre line of pipes & fittings or specials. 2) No separate payment shall be made for fittings & joinery required for the work, contractor shall include the cost of fittings & joinery while quoting the rate.For Soil & waste, Vent and Rain water pipe lines |
| 219 | a) 110 mm dia. |
| 220 | b) 160 mm dia. |
| 221 | Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge.NOTE: 1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 222 | 15 mm (½\\") n.size |
| 223 | 25 mm (1\\")n.size |
| 224 | 32 mm (1¼\\")n.size |
| 225 | 40 mm (1½\\")n.size |
| 226 | 50 mm(2\\") n.size |
| 227 | 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. |
| 228 | a) 15 mm n.b. |
| 229 | b) 20 mm n.b. |
| 230 | c) 25 mm n.b. |
| 231 | d) 32 mm n.b. |
| 232 | e) 40 mm n.b. |
| 233 | f) 50 mm n.b. |
| 234 | g) 65 mm n.b. |
| 235 | h)80 mm dia |
| 236 | i)100mm dia |
| 237 | 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, Bottle Trap including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. 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 |
| 238 | 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. |
| 239 | Providing and fixing in position following Vitreous China Wall Hung 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. |
| 240 | Vitreous China Pedastal type European Water Closet of Starwhite/snow white/bright colour with P/S trap of\\"Hindware\\" Cat. No. 20011 SLICK model with slowfalling seat cover or Cera cat. No. S1053101 / 02 CONVENTIONAL modelwith slow falling seat cover or Parryware Cat. No. C0252 NIAGARA model with slow falling seat cover. |
| 241 | 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. |
| 242 | 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. C0117 \\"Orrisa Pan\\" model with PVC / ceramicTrap (with/without vent) & WC connector etc.all complete. |
| 243 | Providing and fixing urinal of approved make consisting following items of work) Providing urinal of approved make, 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 completeii) Providing various CP fittings such as Waste Coupling , Bottle Trap including provision and fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834) Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. ( Bottle trap & waste coupling will be paid separately under the relevant item.)iii) Fixing the urinal in position, including providing M.S. Brackets & Screws for the urinal as per Manufactures specification or as directed by Engineer-in Charge.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 etc. all complete as directed by Engineer-in Charge.v) Testing the system to the full satisfaction of the Engineer in Charge. |
| 244 | Vitreous china urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60002 \\"Flat Back Large\\" model or Cera cat. No. S4020112 \\"Capriana\\" model or Parryware Cat. No.C0583 \\"New Magnum\\" model with connector etc.all complete. |
| 245 | Providing & fixing in position best quality bevelled edgeplate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS:710), fixed with required numbers of CP brass cupscrews and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, woodenpacking behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC. |
| 246 | 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 |
| 247 | Providing and fixing 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.NOTE: 1) Rates are to include labour charges for removing dismantling existing P.H. fittings and fixtures wherever applicable for replacement of existing one.2) All the dismantled / removed fittings & fixtures shall be the property of Deptt. And contractor shall return them to Deptt. Stores.3) Any damages due to any unforeseen causes shall be rectified by contractor at his own cost. |
| 248 | 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. |
| 249 | 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. |
| 250 | Providing Flushing arrangement to 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 cistern ii) 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. |
| 251 | 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. E8110 \\"Slimline Dual Flush Deluxe\\" model for WC. |
| 252 | 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. |
| 253 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish. |
| 254 | Supplying and fixing circular / rectangular Cast Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating ISI marked conforming to IS:1726 and loading class as per IS:1726 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer. |
| 255 | Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified. |
| 256 | Replacement of the following fittings and fixtures, in accordance with the approved samples and specifications, including dismantling and removal of existing fittings and fixtures, disposal of debris, and providing and fixing new fittings and fixtures, complete in all respects as directed by the Engineer-in-Charge. |
| 257 | Sensor for existing sensor-operated urinal, CERA make, Cat. No. RMBO0001/SW-BO-5N5016A, or equivalent approved make. |
| 258 | Rechargeable AA battery, 1.5 V, 2100 mAh, Infinite make or equivalent approved make. |
| 259 | Sensor for existing Sensor-operated pillar cock, Jaquar make, Cat. No. 51011N or equivalent approved make. |
| 260 | 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. |
| 261 | C.P. brass Pillar Cock Auto Closing System of Jaquar 'Pressmatic' Cat.No.PRS-031 or approved equivalent make |
| 262 | C.P. brass 2 Way Bib Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5041N or approved equivalent make |
| 263 | C.P. brass Bib Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5047N or approved equivalent make |
| 264 | C.P. brass Pillar Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5011N or approved equivalent make |
| 265 | C.P. brass Consealed Stop Cock with adjustable wall flange of Jaquar Cat. No. ALD-083 (15mm) with Exposed Part kit of Jaquar 'Florentine' Cat.No.FLR-5083 NK complete or approved equivalent make |
| 266 | C.P. brass Wall Mixer with provision of Bath & Overhead Shower complete with Bend Pipe and wall flange of Jaquar 'Florentine' Cat.No.FLR-5273UPR or approved equivalent make |
| 267 | C.P. Jet Spray with 1 Meter PVC Tube, nut, folder and base plate of Jaquar Brand 'Essco' Cat. No. ALE-547 or approved equivalent make |
| 268 | C.P. brass Shower of Jaquar Cat.No.OHS-1989 or approved equivalent make |
| 269 | C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make |
| 270 | C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make |
| 271 | Providing and fixing best quality PVC corrugated flexible waste pipe, non-spring type, 25 mm diameter and 900 mm of length, having a wall thickness of 0.5 mm, complete with all necessary fittings, connections, clamps, and accessories as required. The work shall be carried out in a neat and workman like manner, including cutting, fixing, testing, and commissioning, complete in all respects as directed by the Engineer-in-Charge. |
| 272 | Providing and fixing PVC flush pipe of M/s. Everlast or approved equivalent of 32 mm dia to a length 2.25 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, including removing the existing one etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 273 | Providing & fixing good quality SS floor grating (Jali) with cockroach trap in bath & toilet including fixing the jali with white cement matching the floor level etc. complete as per specification, drawings and as directed by EIC. |
| 274 | Replacement of EWC seat cover with approved make heavy-duty solid plastic seat and lid, Cera cat. No. S1041111 Cruse model with slow falling seat cover or Parryware Cat. No. C0264 Cardiff model with slow falling seat cover of white color (hollow type), complete with C.P. brass pillar hinges conforming to IS:2548, including removal of the existing seat cover and fixing the new seat cover complete in all respect , as per specifications and as directed by the Engineer-in- Charge. (Note: The seat cover shall be of the same make as that of the existing IWC/EWC.) |
| 275 | Providing, hoisting and installing at required elevation Rotational moulded polyethylene cylindrical vertical storage tanks with BIS mark confirming to IS:12701 of Sintex make or approved equivalent make of below said capacity with suitable municipal approved mosquto proof cover at top with proper locking arrangement including the cost of hoisting the tank carefully to the required elevation without causing any damage, labour charges for making required number of holes for inlet, required number of outlets to each tank, required number of vent pipe outlets to each tank and overflow outlets in the tank without causing any damage to tank, including cost of providing all required CPVC/GI/UPVC/PPR specials, fixtures, fittings, tank connectors, adopters, union etc., providing and fixing required numbers of flexible PVC pipe / polymer reinforced thermoplastic hoses suitable for Suction / delivery lines of agricultural pumps confirming to IS:15265 of Kissan Brand or approved equivant make Heavy Grade suction / delivery hose to inlets & outlets having dia suitable for connecting to 50 mm nominal size CPVC/GI/UPVC water supply line, having length (flexible pipe) of about 0.75 Metre/ |
| 276 | Tank upto 5000 liter capacity of M/s. Sintex or approved equivalent. |
| 277 | PART-III: MONSOON PROTECTION WORKS |
| 278 | Repairs to the steeply sloped, Mangalore tiled, pitched roofs of bldgs. By carrying out a thorough inspection identifying the broken, damaged, cracked, dislocated tiles, the roof underneath, carefully, without causing any damage while moving over the roof, including labour charges for removing the tiles,, lowering to the ground, stacking at a nearby directed place, hoisting them (old, retrieved / new)back to the respective roof level, (aftr the requisite repairs to the roof, which shall be measured separately hereunder are carried out), as also including providing new tiles to replace the damaged ones, fixing the tiles in position, in cement mortar 1:4,to proper line, level, slope, etc. including scaffolding taking all the necessary safety measures, precautions, viz. wearing the safety belts securing their ends to nearby firm base/support etc.& disposing of debris at municipal dumping ground all as directed by the Engineer in Charge. |
| 279 | a) Tiles |
| 280 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations: (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-ChargeNote: the Total surface area cleaned for walls, ceiling and floor shall be separately measured for payment. |
| 281 | a) RCC sump 10.6 X 6.00 X 2.80 Mtrs, RCC overhead water tank of size: 3.05 X 4.88 X 2.67 M, Sintex tank 2 Nos.NOTE:- (1).All the concerned office occupants are to be intimated well in advance to store water in sufficient quantities. (2).All the delivery, valves are to be closed, lines to be sealed with cotton gags, to prevent silt and other deleterious matter entering the supply lines. (3).Cleaning cycle/schedule should be so arranged as to complete before the water supply resumes each day. (4).Scour valves are to be closed and outlet valves are to be opened, once the cleaning operation is completed. |
| 282 | Labour charges for cleaning the roof terraces, gutters, entry portico, common corridors, window chajjas, P.H. shaft, service shaft, gully traps etc. of the buildings by removing dust, dirt, dry leaves, stones, wood, rags, papers, bird /monkey droppings, etc. including opening/clearing the rainwater pipe mouths, troughs, lowering the same to ground, transporting and disposing off the same at municipal disposal ground etc. complete as directed by the Engineer in Charge. |
| 283 | a)Anushakti Bhavan, drivers room, pump house, Transformer room, sub-station, garages, parking shades, staff room, OYC Heritage Building, Canadian Bungalow, OYC Dispensary, gutter of entry portico etc. |
| 284 | Cleaning the underground/surface, open/covered, RCC Hume pipe/ RR masonry, storm water drains, and their connecting inspection chambers, of the under mentioned dia. / sizes, including carefully removing the RCC, drain covers/gratings, removing all the silt, dirt, debris, rags, stones, vegetation, plastics, etc. All sorts of deleterious matter lying inside, replacing the drain covers/gratings in their respective locations after the cleaning is completed, disposing off the debris at municipal disposal ground etc. Complete all as directed by the EIC. |
| 285 | a)150 mm dia. Sewer Line |
| 286 | b)300mm dia. Sewer Line |
| 287 | c)Storm Water Drains of approx. Size 150 X 300 mm. With covers |
| 288 | d) 200 mm dia. Sewer Line |
| 289 | PART-IV- PEST CONTROL WORKS |
| 290 | Supplying and spraying with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for post Anti-termite treatment to existing buildings as per specifications and as directed by the Engineer-in-Charge. Work to be executed by approved agency and specified guarantee for 7 (Seven) years shall be furnished by the tenderer. Payment will be cleared only after submission of guarantee. The Scope of all above mentioned treatments includes all double and multi stage scaffolding wherever required during execution of work, necessary testing of chemicals, reinstating the wall, floor, electrical fixtures, furniture’s and any other damages to existing structures or finished works etc. to its original finish & Conditions, necessary cleaning during execution & completion of work and disposal of debris / wastes. (The payment will be made on the basis of treated floor area only for all stages of operation and vertical walls including electrical fixtures, doors & windows will not be measured separately for payment) |
| 291 | Supplying and spraying with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II, mixed with Keroscene and chemical and giving post Anti-termite treatment to wooden door and window frames of existing buildings as per manufacturers specifications or as specified and as directed by the Engineer-in-Charge. Work to be executed by approved agency and specified guarantee for 7 (Seven) years shall be furnished by the tenderer. Payment will be cleared only after submission of guarantee.Note: The chemical actually consumed only will be recorder for payment. |
| 292 | PART V : REBATE ITEMS |
| 293 | Rebate for taking away the materials including labour, loading, unloading, transportation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 294 | a) scrap teak wood |
| 295 | b) Old wooden panelled door shutter, Flush door shutters, Ply, block boards |
| 296 | c) CP Brass PH Items i.e. bib tap, pillar cock, stop cock, Towel rod , shower rose etc. |
| 297 | d)M. S. Scrap i.e. M. S./GI/CI / grill etc. |
| 298 | e)Old aluminium frames. shutter, members, fittings |
| 299 | f)Gun Metal Gate Valves up to 50 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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