Tender For Miscellaneous Repairs To Residential And Non-Residential Buildings Of Dae Quarters At Chembur, Ghatkopar And Chss Dispensaries At Kharghar, Vashi, Dombivli, Ghatkopar, Andheri And Chembur Under Chembur Maintenance Unit, Mumbai
Tender Value
97 Lakhs
Estimated cost
Bid Submission
09 Nov 2026
13 days left
EMD
1.94 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Repairs To Residential And Non-Residential Buildings Of Dae Quarters At Chembur, Ghatkopar And Chss Dispensaries At Kharghar, Vashi, Dombivli, Ghatkopar, Andheri And Chembur Under Chembur Maintenance Unit, Mumbai
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Miscellaneous repairs to residential and non-residential buildings of DAE quarters at Chembur, Ghatkopar and CHSS Dispensaries at Kharghar, Vashi, Dombivli, Ghatkopar, Andheri and Chembur under Chembur maintenance unit, Mumbai NIT NO. DCSEM/CQD/QSB/CMU/26-27/NIT/56 dt.09.10.2026 GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is situated at Chembur, Ghatopar, Vashi, Kharghar, Dombivali and Andheri. |
| 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. Name of Work: Miscellaneous repairs to residential and non-residential buildings of DAE quarters at Chembur, Ghatkopar and CHSS Dispensaries at Kharghar, Vashi, Dombivli, Ghatkopar, Andheri and Chembur under Chembur maintenance unit, Mumbai NIT NO. DCSEM/CQD/QSB/CMU/26-27/NIT/56 dt.09.10.2026 GENERAL NOTES Sr. No. Details / Description of Notes NOTE FOR SCAFFOLDING WORKS-1. 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.2. 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.3. 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.4. 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.5. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.6. The scaffolding shall be 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. |
| 41 | ABSTRACT SHEET |
| 42 | PART I : CIVIL WORKS |
| 43 | PART II - PUBLIC HEALTH WORKS |
| 44 | PART III : REBATE ITEMS |
| 45 | PART I : CIVIL WORKS |
| 46 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation with power road roller wherever required to obtain 90% proctor density etc. and stacking/ disposing the surplus excavated materials within a lead of 150 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer-In-Charge. |
| 47 | In all soil other than soft and hard rock |
| 48 | In soft rock |
| 49 | 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.) |
| 50 | Cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) |
| 51 | Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) |
| 52 | Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.) |
| 53 | For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL. |
| 54 | Brick masonry work using well burnt bricks from approved lot of class designation 3.5 / 7.5 (as specified) (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 / 7.5 N/mm2, as specified) in cement mortar 1: 6 or using ready mix 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. Note: 1) The contractor shall get approved the samples of bricks / AAC block 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 / AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department. |
| 55 | In sub structure (foundation, plinth, cable pits, trenches, steps) |
| 56 | In super structure at all floors, levels & locations |
| 57 | Random rubble stone masonry work using spotless black trap or approved local stone in cement mortar 1:6 or using ready mix mortar (1.4), (as specified), 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. |
| 58 | a) In sub structure, using stone supplied by Contractor |
| 59 | b) In super structure, at all levels, floors & location, using stone supplied by Contractor |
| 60 | Providing and laying (IPS Flooring) cement concrete flooring of finished thickness as specified below, at all levels, location & floors, using cement concrete of (1:2:4) using with graded stone aggregate of 10 mm maximum size and finished smooth to the required line, level & slope, finishing with a floating coat of neat cement, laying in alternate bays and including cleaning the surface, curing, ramming, consolidation, pigment etc complete all as per specifications and as directed by EIC. |
| 61 | 40 mm consolidated thickness |
| 62 | 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. |
| 63 | 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). |
| 64 | In dado/skirting with mirror polished, 20 mm minimum thick kotah stone fixed over bedding of 12 mm thick cement mortar (1:4). |
| 65 | In staircase treads with mirror polished, 25 mm minimum thickness kotah stone slab in single piece upto 1.8 m length laid over bedding of 20 mm. thick cement mortar (1:4), including half round moulding & polishing of nosing for exposed face, making three anti skid grooves (5 mm wide & 2 mm deep at 25 mm C/C) |
| 66 | In riser with mirror polished, 20 mm minimum thick kotah stone in single piece up to 1.80 m length, fixed over bedding of 12 mm thick cement mortar (1:4). |
| 67 | 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. |
| 68 | 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) |
| 69 | In Flooring with 300 mm X 300 mm or approved size anti skid ceramic tile laid over 20mm thick cement mortar bedding1:4 (1 cement : 4 coarse sand) using reday mix mortar. |
| 70 | 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. |
| 71 | Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile/ Anti Skid Vitrified tileVitrified tile double charge/ multi charge (Glossy/Matt/Satin)/ approved manufacturers of sizes 600mm X 600mm / 800mm X 800mm / 1000mm X 1000mm size or as per approved size and having mimimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding / staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge.Note:- 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. |
| 72 | In flooring using Polished Glazed vitrified tile (PGVT) of size 600 mm X 600 mm (White/Athelon) laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding, |
| 73 | In skirting using using Polished Glazed vitrified tile (PGVT) of size 600 mm X 600 mm (White/Athelon) over 12 mm thick cement mortar 1:4 backing. |
| 74 | Removing loose / shaky vitrified floor tiles and refixing the same using polymer modified cement based tile adhesive manufactured by Roffe Construction – NSA (Non Skid Adhesive) or M/s Bal Endura Chemicals– Gold star, including removal of loose/shaky tiles cleaning back side of tile and removal of tile adhesive from existing floor area, cleaning etc complete all as per specifications and as directed by the Engineer-In-Charge. |
| 75 | Add Extra for using Ready Mix Cement Mortar (1:4) for Flooring Work of 20 mm thick bedding. |
| 76 | Add Extra for using Ready Mix Cement Mortar (1:4) for Dado/ Skirting / Cladding Work of 12 mm thick backing. |
| 77 | 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. |
| 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) using ready mix mortar, PVC corner beading/ nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the Engineer- in-charge.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. |
| 79 | Providing & laying machine cut machine polished natural stones as mentioned for the followings for kitchen platform topping, counter topping and facia over and including necessary cement mortar for backing / bedding, close jointed and grouted with matching cement slurry and finished to line, slope, level, plumb, curing etc, as required including cutting of stone slabs, wastages, making cut outs wherever required etc all as per specifications and as directed by the Engineer in charge. Notes : 1) Verticals, shelves, platform shall be embedded minimum 25 mm in wall/ flooring. 2) Top exposed surface on plan & exposed vertical finished face shall be measured for payment in sqm. |
| 80 | For kitchen platform top, Counter, upto 750 mm wide and maximum length upto 1.80 m in single piece consisting machine cut machine polished 35 mm thick cuddappah stone at bottom and mirror polished machine cut 18mm thick Jet black/ approved Granite stone at top fixed with 47 mm thick 1:3 cement mortar (Using ready mix mortar), between two stone slabs (Double stone slab sandwitch type) including providing cut out if any, moulding and polishing the edges etc complete. |
| 81 | For kitchen platform horizontal facia upto 100 mm wide machine cut machine polished on one side 25mm thick cuddappa stone fixed with epoxy resin base (Arladite adhesive or equivalent) including round moulding and polishing the edges etc complete . |
| 82 | For vertical support of Counter/platform, consisting of 2 nos. 30 mm thick machine cut machine polished on one side cuddapah stone slabs sandwiched between the stones with 40 mm thick cement mortar 1:3 (using reday mix mortar, as specified) including providing exposed front face upto 100mm wide vertical facia of mirror polished 18mm thick jet black / approved granite stone on exposed sides with epoxy resin base (Araldite orequivalent) including rubbing and polishing of cut edges complete all in line, level, plumb etc. |
| 83 | 30 mm thick machine cut and both side machine polished Cuddaph stone for shelves including rubbing and polishingthe exposed edges. |
| 84 | For horizontal beading of size 30x25 mm machine cut machine polished cuddappa stone fixed with epoxy resin base (Araldite adhesive or equivalent) including round moulding and polishing the edges etc. complete . |
| 85 | For horizontal beading of size 30x18mm machine cut machine polished Jet black/ approved Granite stone fixed with epoxy resin base (Araldite adhesive or equivalent) including round moulding and polishing the edges etc. complete . |
| 86 | Providing and fixing in position at all floors, levels / heights 18 mm thick mirror polished natural stones slab for door frame in two overlapping layers one piece full length / height of approved shade, finished sizes as directed including machine cut / hand cut, final cleaning, moulding and polishing of exposed edges, in line, level, plumb and fixing the stone with cm 1:4 (Using factory made Ready Mix Mortar only), 20mm backing & overlapping of 20mm shall be fixed with Araldite adhesive, with best workmanship, finishing, curing, etc. complete all as per specifications, drawings & as directed by the EIC. Note : Exposed surface on Elevation & exposed vertical finished face shall be measured for payment in sqm. Overlapping & edges etc shall not be measured. |
| 87 | Jet Black Granite Stone |
| 88 | Baroda Green marble Stone |
| 89 | Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) at all levels, floors, locations for sub frame work (Window, ventilator, door etc), base frame of ACP work & other similar works, using extruded built up and/or standard tubular sections of approved make & shape including providing & fixing suitable dash fastener/ achor fastner, screws, washer, labour, material, cutting, wastage, scaffolding etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge. (Note:- The item includes cost of material such as cleats, sleeves, screws etc necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. |
| 90 | 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. |
| 91 | 6 mm thick clear float glass |
| 92 | 12 mm thick toughened / heat strengthened (as specified) clear float glass |
| 93 | 5 mm thick Bajra (pin headed) / Translucent glass |
| 94 | 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. |
| 95 | Providing and fixing 6 Lever Mortice Lock (Brass 100 mm mortice latch and lock with a pair of lever handle) make of M/s. Godrej or equivalent for aluminium sections/ flush door with necessary ss screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 96 | Providing and fixing heavy quality PVC roller wheels with ball bearing of approved make for aluminium sliding window shutters with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 97 | Providing and fixing heavy quality 150 mm long sliding window zinc body lock with nylon hook and bracket, (Star lock or approved equivalent) for aluminium sliding window shutters with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 98 | 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) |
| 99 | Providing & Fixing Marine plywood (BWP Grade) conforming to IS:710 at all levels & loactions including all labour, cutting, wastage, sizing etc complete all as per specifcations and as directed by the Engineer-in-Charge. |
| 100 | 12 mm thick |
| 101 | Providing and fixing 19 mm thick solid block board shutter for wardrobe / cabinet, 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 mm X 20 mm all round shutter, shelves and side supports and 19 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.) |
| 102 | Including painting with two caots of synthetic enamel paint of approved make & shade over one coat of wood primer including finished smooth with wood putty as required. |
| 103 | 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 |
| 104 | 35 mm thick |
| 105 | 40 mm thick |
| 106 | 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. |
| 107 | 1.0 mm thick (Plain) |
| 108 | 1.0 mm thick (Decorative, Wood Finish) |
| 109 | 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. |
| 110 | Supplying & 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. |
| 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 | Supplying & Fixing 7 lever premium night latch with triplicate key of approved make |
| 113 | Supplying & Fixing concealed type heavy duty self closing hydraulic Door closer openable type in the direction of escape of approved make for door shutters. |
| 114 | Supplying & Fixing cold rolled stainless steel soft close drawer telescopic ball bearing channel runner approx 500mm long of approved make including necessory stainless steel screws |
| 115 | Supplying & Fixing cold rolled stainless steel soft close drawer telescopic ball bearing channel runner approx 300 mm long of approved make including necessory stainless steel screws |
| 116 | Stainless steel Box type soft close spring hinges heavy duty cabinet hinges of approved make for kitchen cabinet, Cupboard etc ( at 0 degree hinges, Hydraulic type) |
| 117 | Bright finished SS cupboard or Wardrobe lock with four levers & duplicate keys of approved make and brand including necessory screw (50 mm size) |
| 118 | SS hanger road with brackets having 25 mm dia and 1.25 mm wall thickness heavy quality |
| 119 | Removing: carefully the existing flush door shutters and refixing the same to its position after aying new tiles on flooring including cutting the shutters at bottom portion as per site condition , lipping the cut exposed surface with teak wood lipping including nails, screws, adhesive etc complete all as dierected by the Engineer in charge. |
| 120 | Providing, fixing & Supplying at site of work approved quality and manufacturer make of M/s. Shalimar, 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. |
| 121 | SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm) |
| 122 | SS But hinges (Heavy Weight), IS:12817 of size (75 X 50 X 2.5 mm) |
| 123 | Providing, fixing & Supplying at site of work approved quality and manufacturer make of M/s. Shalimar, 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. |
| 124 | Aluminium Tower bolt 150 mm long x 10 mm barrel |
| 125 | Aluminium Tower bolt 100 mm long x 10 mm barrel |
| 126 | Aluminium Door stopper (Double legged) with rubber bushing |
| 127 | Anodised Aluminium handles 125 mm with plate 175 x 32 mm |
| 128 | Providing, fixing & Supplying at site of work approved quality and manufacturer make of M/s. Shalimar, 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. |
| 129 | S. S. Aldrop 250 mm long x 16 mm diameter rod with an extra staple. |
| 130 | S. S. Telescopic viewer ( Magic eye piece ) |
| 131 | S. S. Safety chain with staple link |
| 132 | S. S. magnetic door catch (Wall mounted) |
| 133 | Tadi 200 mm long & size 12 x 15 mm |
| 134 | k) Supplying & fixing of Nylon rope 6 mm dia as directed by the EIC |
| 135 | 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. |
| 136 | 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 at any height above ground level, curing etc complete all as per specifications and as directed by EIC. Using Cement : Sand (1:4) mortar |
| 137 | 12 mm thick |
| 138 | 15 mm thick |
| 139 | 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. |
| 140 | Using Cement : Sand (1:4) mortar-20 mm thick ( In two coats (10 + 10) / (12 +8) mm thickness) |
| 141 | Using ready mix cement mortar having Cement : Sand (1:4) (In two coats (10 + 10) / (12 +8) mm thickness) |
| 142 | Providing and applying non shrinkage crack filler of Dr.Fixit Crack X Paste / smart care crack seal of Asian paint in paste form / Aquatech crack filler in paste form of Dulux or other equaivalant material including opening the loose part of the existing crack , making the same in V - shape in required depth & width, cleaning the groove by removing dust, oil, grass, loose particals etc., press the crack filler in to the crack one time only with a spatula or putty knite and level the surface etc. completed all as per manufacturer's specifications and as per direction of the engineer-in-charge. |
| 143 | Pressure grouting through RCC wall by drilling holes in RCC to required depth (min 150 mm depth) without causing any damages to reinforcement, inserting 1/2'' dia PVC pipe in hole securing the sides of the hole with cement mortar 1:2, pressure grouting with a mix of Cement slurry with 225 gm Dr. Fixit pidicrete AM or equivalent per 50 kg cement bag and continuing the pressure grouting till the flow of cement slurry stops, removing the PVC pipe, sealing the hole with Polymer modified mortar etc. ensure curing by applying curing compound etc. Complete all as per specification and directed by EIC. |
| 144 | Providing (as mentioned below) pointing on stone masonry surface with cement moratr (as mentioned below) at all floors, levels & locations including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. |
| 145 | Raised & Cut Pointing |
| 146 | Providing, applying and finishing with silicon & acrylic emulsion based water thinable sealer (Damp block) over old / new, concrete/plastered surface, at all floors, levels & location using two or more coats to form uniform neat finish, of approved make material suitable for wet/damp surface, shade and pattern including labour, material, scaffolding, surface preparation using sand paper, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 147 | Providing & applying acrylic oil bound distemper in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic oil bound distemper of approved make and shade including one coat of approved cement primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic distemper shall have VOC content less than 50 grams/ litre) |
| 148 | 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. ) |
| 149 | Over New Surfaces |
| 150 | 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). |
| 151 | On wooden surfaces including one coat of wood primer |
| 152 | On Steel surfaces including one coat of steel primer (red oxide based) |
| 153 | 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) |
| 154 | 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. ) |
| 155 | On New Surfaces |
| 156 | Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding at any height above ground level etc. complete all as per specifications and as directed by Engineer-in-Charge. |
| 157 | Brick masonry work in cement mortar including cement mortar plastering / pointing work |
| 158 | Stone masonry work in cement mortar including cement mortar plastering / pointing work |
| 159 | Plain Cement Concrete (PCC) |
| 160 | Reinforced Cement Concrete (RCC) including cutting of steel reinforcement bars by cutter, gas welding etc |
| 161 | Old Cement Plaster up to 25 mm thickness, (Rough cast / sand faced / neat cement finished) including cleaning the surface & raking out joints |
| 162 | Skirting/ flooring work including backing/bedding cement mortar |
| 163 | GI Barbed wire with hook, nut, washer etc |
| 164 | Concertinal coil (610 mm dia) with hook, nut, washer etc |
| 165 | Chain link fencing with hook, nut, washer etc |
| 166 | Dismantling wooden / steel door shutter with frame inluding architraves, holdfast etc by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding at any height above ground level etc. complete all as per specifications and as directed by Engineer-in-Charge. |
| 167 | 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 as per technical specifications of 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 |
| 168 | Building up with polymer modified cementatious mortar for RCC structural members etc. in layers not exceeding 20 mm in a day (proportion – cement 50 Kg. : Silica sand 125 Kg. : polymer liquid 10 ltrs.) with necessary bond coat (polymer : Cement = 1:1 by volume) for tack coat and also for subsequent layers using polymer including curing, covering the flooring /window with tarpaulins or equivalent covering material to avoid deposition of polymer mortar and cleaning of floor / windows thoroughly on completion of repair work etc. complete all as per specifications and as directed by the Engineer-in-charge. Polymer used for this work in KG shall be measured for payment. |
| 169 | Repairing with polymer bonded mortar up to 35mm thick in layers of not exceeding 20mm (with out chicken mesh) in a day (proportion- cement 50 Kg : silica sand 125 Kg) with applying protection coat / bond coat to reinforcement, bond coat to old concrete and bond coat for every successive layers of 20mm thick in proportion polymer : Cement-1:1 by volume as per specification including covering the floor/windows with tarpaulin or equivalent covering material etc., and cleaning after repair etc., complete all as per specifications and as directed by the Engineer in charge. The rate is inclusive of supplying and applying protection coat /Bond coat of polymer. |
| 170 | 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. |
| 171 | Providing & erecting double bamboo scaffolding 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. |
| 172 | Disposing off the umclaimed debris by manual/ 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.Note: Voids @ 20% shall be deducted from fully loaded truck for measurements. |
| 173 | Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using 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. |
| 174 | Using structural steel sections of specified grade (YSt 240 / 310) |
| 175 | Supplying and fixing in position M.S. COLLAPSIBLE GATES of approved make with single or double leaf made out of 3/4\\" Channel shaving lattice bars of flat iron 3/4\\" x 1/4\\" throughout the length of gate fitted with cast iron rollers, brass handles on both sides, locking device from inside and outside, folding stoppers to prevent door moving when folded 5\\" opening and 5 3/4\\" centres and including painting with a coat of approved steel primer and two coats of approved make and shade synthetic enamel paint including fixing in position in masonry/concrete with necessary coach screws, bolts, nuts etc and making good the surfaces etc complete as per specifications and as directed by the Engineeer-in-Charge. Note: The measurement for collapsible gates will be as per structural openings. |
| 176 | Maintenance of Collapsible Shutter, Main Entrance & Terrace Bottom rail Dust Cleaning, Oiling, Greasing, New Riveting Fixing work ( Building Shutter 24 x 2 Time Maintenance ) at DAE colony Chembur and Ghatkopar. ( Note -: Any steel section replacement shall be paid under relevant item No. 43) |
| 177 | Providing and fixing UV stabilised fibreglass reinforced plastic sheet (FRP), at all floors, levels & locations, manufactured by approved manufactuter conforming to IS:10192 & IS:12866, 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 / J or L hook / nut bolts including heavy quality bituminious / EPDM / neoprene / G.I. washe, 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 sheet shall be opaque or translucent, clear or pigmented, textured or smooth as specified and directed. 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. |
| 178 | 2 mm (minimum) thickness Plain/Flat sheet |
| 179 | Providing and laying damp proof course 38 mm thick at plinth level in cement concrete 1:2:4 using 10 mm. maximum size and down graded stone aggregate, mixed with approved waterproofing compound at 2% by weight of cement laid to levels, slopes etc. including applying a coat of hot bitumen of (grade 80/100) / (VG-10) at 17 kg./10 sq.m. including cost of form work, curing all complete as per specifications & as directed by the Engineer in charge. |
| 180 | Providing & Applying seamless Acrylic based chemical waterproofing system with minimum 1 mm DFT (dry film thickness excluding thickness of membrance) including surface preparation as per notes, including providing & applying crack filler & sealer, primer coat, reinforcing membrane (minimum 45 GSM) and multiple layers of chemical coat (2 to 3 coats as per manufacturer's specification with minimum consumption @ (1.6 +/- 5 % kg per sqm for horizontal surface and 1.0 +/-5 % kg per sqm for vertical surfcae) , removing the existing damaged water proofing treatment completely ( by machine polishing & grinding), washing by water jet, cleaning, all complete as per the manufacturers specifications and as directed by Engineer-In-Charge. (Over terrace slab, top of mumty, water tank and parapet etc. at all levels & locations & Floors)Note:- Surface preparation and application of waterproof system: i) Preparation of surfaces by cleaning using high pressure water jet and remove all dirt, loose particles using metal brush (Removing all old existing water proofing treatment by machine grinding & polishing), opening up of cracks and grouting / filling the same with crack seal / chemical grout of same manufacturer. ii) Repaired surface shall be verified by EIC before further applications.iii) In case of improper slope, local depression etc., maintain the slope using polymer modified mortar or concrete 1:2:4 using 10 mm down aggregates which will be paid under relevant item. iv) The existing waterproofing ( viz APP Membrane / Chemical ) shall be removed properly before this new applications. v)Agency shall submit a detailed step by step method statement of application of entire water proofing system prior to the commencement of work for approval by department. |
| 181 | Over Horizontal surface, with reinforcing membrance |
| 182 | Over Vertical surface surface, without reinforcing membrance |
| 183 | Carring out miscellanous welding work at all levels and location for MS window ,Grill etc. including required labour, welding meching ,welding rods etc. all complete as per the manufacturers specifications and as directed by Engineer-In-Charge. |
| 184 | Attending and carrying out day to day maintenance complaints of residential and non-residential buildings under CMU , including minor repairs such as leak rectificatons , choke removal, replacement of small fittings, minor plaster repaires, patchwork, small PCC repairs, tile refixing, minor brickwork repairs, door and window repairs, hinge replacements, repaire of locking arrangement, minr repairs ,to wooden fittings, cleaning of floor traprs, cleaing of inspection chamber,repair to rain water pipe and other works assigned by enggeging half-day man power with necessary tools. tool bag,transportation by electeric two wheeler, completed in all recepects as directed by Engineer-In Charge. |
| 185 | Providing and fixing in position, at all levels & loaction, stainless steel (SS-304) Mosquito Net/ Wire Mesh/ Wire gauze made with 0.5 mm dia wire and 1.4 mm aperture (on both directions) including fixing, cutting, wastage and including painting with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-Charge.Note:- 1) For aluminium work with aluminium beading channel. (Aluminium beading channel will paid under relevant item).2) For MS door/window work with MS beading channel. 3) For wooden door, window work with 2nd class teak wood beading of suitable size |
| 186 | Providing and fixing in position at all levels & loactions, G. I. Chain link fencing of gauge and mesh size as specified inluding cutting, wastage, fixing in position and including providing & fixing 6 mm dia MS fixing rod, GI J hooks, bolts, nuts, washer including two coats of approved make & shade synthetic enamel paint over one coat of steel primer, labour, material, scaffolding, T&P etc. complete all as per specification & as directed by the Engineer- in- Charge. |
| 187 | GI Chain link of size 50 X 50 mm, made using GI wire of 10 Guage |
| 188 | Supplying, erecting and fixing in position, at all levels & loaction, 2 ply, 12 gauge, 4 spikes at 100 mm c/c G.I. barbed wire including cost of 6 mm dia G.I.‘J ‘ hooks, Bolts, nuts, washers, staples, quarter pin as required including cost of materials, labour, scaffolding and painting with two coats of synthetic enamel paint of approved make & shade over a coat of approved steel primer etc, complete all as per specifications and as directed by the Engineer-in-Charge. |
| 189 | Providing and fixing in position, at all levels & loaction, concertina barbed tape coil of 610 mm dia, made from M.S. galvanized ribbon tape of 0.50 mm thickness & 19 mm width, stretching the coil to 9 m approx and fixing the coil with M.S. galvanized clips between 'U / Y' arms at all levels & location, painting by dipping method the concertina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 190 | Cleaning and sweeping of lawn, garden area, footpath, water table, road etc and keeping it neat and clean by manual means including removing litter, debris, picking of leaves, papers, plastic bottles, etc and disposal of collected waste in near by dustbin or designated place as directed including all labour, tools etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 191 | Cutting and felling trees of girth as specified below (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials at directed place etc complete as per specifications and as directed by the Engineer-in-charge |
| 192 | Girth beyond 30 cm up to and including 60 cm girth. |
| 193 | Girth beyond 60 cm girth up to and including 120 cm girth. |
| 194 | Girth beyond 120 cm girth up to and including 240 cm girth. |
| 195 | Girth beyond 240 cm. |
| 196 | Removal of garden waste by mechnical means etc and disposal at designated place as directed including all labour, tools, loading, unloding, transportation etc complete all as per specifications and as directed by Engineer-in-Charge. (Note: No deduction for voids will be carried out for full truck Measurement) |
| 197 | Beyond initial of 1 km, for each 1 km lead or part therof |
| 198 | PART II - PUBLIC HEALTH WORKS |
| 199 | Supplying & fixing on Exposed surfaces the following dia. Galvanised iron pipe of specified class consisting following items of work:- i) Supplying galvanised mild steel screwed and socketed pipe conforming to IS:1239 (part-I) with galvanised mild steel or wrought steel fittings conforming to IS:1239 (part-II). ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using screws, rawl plugs, wooden gutties and 'U' type G.I clamps having not less than 2 mm thick. the pipeline exposed as per the site requirement. iii) Testing the pipe line to a hydraulic pressure of 10 Kg / Sq.cm for leak proof joint. iv) Making leak proof threaded joints using White zinc, Spun yarn etc. including cutting the pipe, threading and the cost of jointing materials. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. proof joints. vi) Painting the pipe line after testing with two coats of flat oil paint of approved make and shade over a coat of approved primer.NOTE: The rate shall also include for GI pipe line & specials required for making connections with the existing GI pipe line laid by other agency. |
| 200 | 15 mm (½\\") n.size |
| 201 | 20 mm(¾\\") n.size |
| 202 | 25 mm (1\\") n.size |
| 203 | 32 mm (1¼\\") n.size |
| 204 | 40 mm (1½\\") n.size |
| 205 | 50 mm (2\\") n.size |
| 206 | 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.iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured.v) CPVC pipes and fittings/ specials shall be of same brand.NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. |
| 207 | 15 mm (½\\") n.size (SDR-11 as per IS:15778) |
| 208 | 20 mm(¾\\") n.size (SDR-11 as per IS:15778) |
| 209 | 25 mm (1\\") n.size (SDR-11 as per IS:15778) |
| 210 | 32 mm (1¼\\") n.size (SDR-11 as per IS:15778) |
| 211 | 40 mm (1½\\") n.size (SDR-11 as per IS:15778) |
| 212 | 50 mm (2\\") n.size (SDR-11 as per IS:15778) |
| 213 | 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. |
| 214 | 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. |
| 215 | 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. |
| 216 | 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. |
| 217 | 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. |
| 218 | 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. |
| 219 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10031 \\"Corner\\" model or Cera Cat. No. S2040161 \\"Corner\\" model or Parryware Cat. No. C0467 \\"Alcove\\" model, corner model. |
| 220 | Providing and fixing the following C.P. Brass Bathroom / toilet accessories of following make and fixing on the wall using C.P. brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer Incharge. |
| 221 | C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111SM or approved equivalent make |
| 222 | C.P. brass Glass Shelf 600mm Long (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-1171N or approved equivalent make |
| 223 | Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing forleak proof joints all complete. |
| 224 | 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make. |
| 225 | Replacement of EWC/AIWC seat cover with approved make, heavy-duty solid plastic seat and lid of white colour (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 respects, 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 EWC/AIWC.) |
| 226 | Providing Flushing arrangement to Water Closets including providing & 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 approved make with handle, fixing the cistern in position using CP brass screws, rawl plugs etc. as per the manufacturer's recommendation etc. all complete.ii) Providing 40/32 mm dia.PP-R (PN16) flush pipe from flush tank to Water closet, concealed in the wall as directed making connection W.C pan including the cost of fittings, fixtures, jointing materials etc 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 & shade over a coat of approved primer, finishing the gap with white / matching etc. all complete.iv) Testing the entire system to the full satisfaction of the Engineer in charge.Flushing arrangement with low level Cistern 'Sleek' model of 'HINDWARE' Cat. No.C-1010 for EWC/IWC. |
| 227 | a)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. |
| 228 | C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make |
| 229 | 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. |
| 230 | 15 mm (½\\") n.size |
| 231 | 20 mm(¾\\") n.size |
| 232 | 25 mm (1\\")n.size |
| 233 | 32 mm (1¼\\")n.size |
| 234 | 40 mm (1½\\")n.size |
| 235 | 50 mm (2\\")n.size |
| 236 | 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. |
| 237 | a) 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 |
| 238 | 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. |
| 239 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish. |
| 240 | Providing class 1/2 following diameter Gate Valve / Globe Valve (full way) of brass or gun metal with Cast iron wheel conforming to IS:778, fixing to pipe line including the cost of white zinc, spun yarn etc., testing for leak proof joints at a hydraulic pressure of 10 Kg / Sq.cm, rectifying the leakages if any, all complete as per specification and as directed. Note: 1) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 2) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 241 | 20 mm size |
| 242 | 25 mm size |
| 243 | 32 mm size |
| 244 | 40 mm size |
| 245 | 50 mm size |
| 246 | Supplying & Fixing Stainless steel Sink of following size of approved make, moulded out of 19 SWG (1 mm ) stainless steel sheet of grade AISI 304 (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, waste coupling , Check nuts etc. including the cost of jointing materials, finishing the edges with white / matching colour cement as per manufacturer's recommendation all complete, including cost of all etc. as per specification and as directed by the Engineer-in-charge. |
| 247 | 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. |
| 248 | Supplying and fixing following size uPVC-SWR pipes and fitting for soil, waste, vent and rainwater pipe lines consisting following items of work:- i)PVC - SWR pipes and fittings conforming to IS 13592 of approved make and standard PVC clamps (approx. 3.2 mm thick) and nails or MS galvanised clamps having minimum 3 mm thick for fixing the pipe ii)Fixing the pipeline vertically to plumb, keeping the pipe barrel 50mm away from the wall face, using PVC or MS galvanised clamps.iii)Providing and fixing PVC Domed roof outlet (grating) for RWP & PVC cowl for waste/soil pipe.iv)Jointing the PVC pipes and specials by PVC solvent cement, rubber lubricant with rubber rings or any other approved equivalent method.v)Laying the pipeline below the ground to proper slope and gradient for making connection of soil and vent pipeline (Vertical stacks) with inspection chamber or manhole and waste water pipeline with gully trap chamber including the cost of cement mortar, water proofing compound etc. testing the vertical pipeline by smoke test and horizontal pipeline by 600 mm head of water and rectifying the leakages , if any all complete including encasing the pipeline using CC 1:3:6 etc. all complete.vi)Cutting or making hole in RCC or brick work and reinstating the surface to it's original condition after passing the pipe with cement mortar/cement concrete etc. by adding approved water proofing compound.PVC - SWR Pipe & Fitting (Type-B)vii) 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 work.xi) 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 itemsFor Soil & waste, Vent and Rain water pipe lines |
| 249 | 75 mm dia. |
| 250 | 110 mm dia. |
| 251 | 160 mm dia, |
| 252 | 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/ |
| 253 | Tank upto 5000 liter capacity of M/s. Sintex or approved equivalent. |
| 254 | Supplying & fixing following size UPVC Coupling with approved quality PVC Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank. |
| 255 | 15 mm size to 25 mm |
| 256 | 32 mm size to 50 mm |
| 257 | Constructing fly ash / AAC /kiln burnt clay brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm squre or 150mm dia with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make Composite(FRP/GRP) / CI / DI / SFRC Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having loading capacity not less than HD20 with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame. |
| 258 | 300 X 300 mm size Gully Trap chamber with FRP/GRP Composite frame and cover |
| 259 | Filling in bath, W/C, toilet, depressed areas with water proofing brick bat coba of the agency approved by the department at all floors, levels and locations upto the required level and making the surface finished suitable to receive floor finish, including finishing, curing, compaction etc all complete as per drawings and water proofing agency's specifications & as directed by the Engineer-in charge. ( Note:- The generally brick bat coba consist of broken brick bats of size 25 mm to 115 mm with 50% of Cement Mortar (1:4) using Ready mix Cement mortar (as specified) admixed with approved water proofing compound conforming to IS:2645 as per manufacturer's specifications) |
| 260 | Providing and laying integral cement based waterproofing treatment of the agency approved by department, including preparation of surface as required for treatment of chajjas etc mixing with waterproofing compound as per IS:2645, with average thickness of 65 mm. Following works are included in above item(i) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound over the RCC slab including cleaning the surface before treatment.(ii) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) / Ready mix mortar admixed with proprietary water proofing compound over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand) /Ready mix mortar (as specified) admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (iii) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound.(iv) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) / Ready mix mortar (as specified) admixed with proprietary water proofing compound and finally finishing the surface (to receive the China Mosaic waterproofing treatment / with trowel with neat cement slurry and marking pattern of 300X300 mm square 3 mm deep)(v) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in Charge. |
| 261 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., Kitchen and the like consisting of: 1st course of applying cement slurry @ 4.4.Kg/sqm mixed with water proofing compound conforming to IS:2645 in recommended proportions. 2nd course of cement plaster 1:3 (1 cement : 3 coarse sand) / Reday Mix Mortar mixed (as specified) with water proofing compound in recommended proportions, 20mm thick up to finished floor level and 15mm thick above finished floor level up to 600 mm. 3rd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area. 4th course of 400 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 Kg/sqm) etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 262 | Replacement of the following C.P. fittings/fixtures of 15 mm nominal diameter, conforming to ISI standards and of approved make, including providing and fixing. The replacement work shall include all necessary specials, wall flanges, and fixing to concealed/exposed pipelines with leak-proof threaded joints using Teflon tape, testing the joints hydraulically at a pressure of IO kg/cm?, rectifying any leakages, and cleaning the site, complete in all respects as per specifications |
| 263 | C.P. brass Sink Cock with wall flange of Jaquar Florentine PrimeCat.No.FLR-5347PMD or similar equal make. |
| 264 | C.P. brass Bib Cock with wall flange of Jaquar 'Florentine PrimeCat. No.FLP-5037PM or similar equal make. |
| 265 | Angular Stop Cock with wall Flang similar to 'FLORENTINE PRIME Series' of' JAQUAR' cat, No. 5053PM or similar equal make. |
| 266 | C.P brass Pillar Cock 15 mm size having similar to 'Florentine Primeof 'JAOUAR' cat. No.FLP 5011PM |
| 267 | Wall mixer with provision of over head Shower with 115 mm long bend pipe & wall flange similar to' 'FLORENTINE PRIME' of 'JAQUAR' cat. No.FLP 5273PM or similar equal make. |
| 268 | C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make |
| 269 | C.P. brass 2 Way Bib Cock with wall flange of Jaquar 'Florentine'Cat.No.FLR-5041N or approved equivalent make |
| 270 | C.P. brass Shower of Jaquar Cat.No.OHS-1989 or approved equivalent make |
| 271 | C.P. brass Shower Arm with wall flange of Jaquar Cat.No.SHA-477 or approved equivalent make |
| 272 | Best quality PVC corrugated flexible pipe, non spring type, waste pipeof 25 mm dia having 900 mm length with wall thickness of 0.5 mm |
| 273 | Kitchen sink waste coupling of 100 mm nominal size with 32/40 PVCreducer cum adaptor |
| 274 | Tap Spindle with approopoate model of M/s Jaquar or similar |
| 275 | Tap Top Cap / Knob (Code no: ZKB-001/002/005/057/150) of M/sJaquar or Similar |
| 276 | Aerator of M/s Jaquar or Similar |
| 277 | Providing Cast Iron (CI) Mosquito proof hinged cover with frame for Overhead Water Tank manhole (having loading capacity not less than 500 Kg) of approved manufacturers, having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, pinting the all metalic part by food grade bituminous or epoxy paint all complete as per specification and as directed by EIC.Note: OHT manhole cover shall be approved by local autority like BMC |
| 278 | 600 mm dia. |
| 279 | Providing & fixing 125 mm dia S.S. grating for Nahani trap with necessary cement mortar 1:4 & matching cement and including removing existing grating.Etc complete all as per specifications and as directed by the Engineer in charge. |
| 280 | Cleaning of sewer line and manholes by means of 8mm dia and 1000 mm long rods made up of chrome vanadium metal with couplers on both side and rods manufactured as per IS 11931-1987, rods & couplers finished. Item to include required length of rod, adequate labourers with equipments for removal of chokeup in the sewer line and also to provide neccesary safety equipments and helmets, gloves, gum boots, safety shoes, reflector, jacket, gas detector, etc. Item also includes providing diesel generator for operation rodding machine & suitable means of transport of rodding machine and generator. The item also includes removal of slush and any other material extracted from choke up, removal strictly by mechanical means, disposable at suitable point by mechanical means without manual interference.Note:- 1.Including applying pesticide for cockroaches’ etc,@0.5 ltr/chambers. 2. The quantity of P.C.C. will be measured and paid in respective item 3. The rubbish & other waste materials to be transported and deposited up to 500m lead and reinstated to original condition. 4) Cost of Dewatering / disludging of sewage in manholes/chambers/excavated tranches by pumping is included in item only. No extra payment shall be paid for it. Requirment of pumping shall be decided by EIC and as per site situation. |
| 281 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm. |
| 282 | PART III : REBATE ITEMS |
| 283 | 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.Note: 1. Quantities shall be same as measured and paid for relevant items.2. Measured and paid volume of teak wood shall be converted into mass @ 800 Kg/ Cum. |
| 284 | Old Reinforcement steel bars, structural steel members, GI pipes, CI pipes, steel frames, steel windows, roofing Sheets, barbed wire, Chain link fencing, concertina coil, weld mesh |
| 285 | Old aluminium frames. shutter, members, fittings |
| 286 | Old wooden panelled door shutter, Flush door shutters, Ply, block boards |
| 287 | Old wooden door & window frames etc |
| 288 | Old plastic material such as flushing cistern, CPVC pipes, PPR Pipes |
| 289 | Old brass fittings such as taps, cock, showers |
| 290 | Old Stainless steel members & fittings |
| 291 | Gun Metal Gate Valves of various 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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