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| Sl. No. | Item Description |
| 1 | Name of Work: Miscellaneous maintenance and repairs works of Residential & Non-Residential buildings under TTM-III Maintenance Unit Anushaktinagar, Mumbai-DCSEM -Civil and PH Work GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is situated at Anushaktinagar, Mumbai |
| 3 | The tenderers are advised to visit the site of work & its surroundings, with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves about the location of work, accessibility to the site, level of sub-soil water, drainage facility for dewatering and any other matter relating to availability and carriage of construction materials, nature of work etc., and satisfy themself and then quote the rates accordingly. A Tenderer shall be deemed to have full knowledge of the site whether he inspects it or not and NO extra charges consequent on any misunderstanding or otherwise shall be allowed. |
| 4 | Tenderers shall visit the site of work, at their own cost. The request email for site visit shall be sent well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The email ID for site visit is mentioned in tender documents. |
| 5 | Contractor is fully responsible for making payment of Minimum wages & Bonus to labourers, EPF & ESI to statutory Authorities timely and submission of challans and documentary proof to EIC for release of payment of Running Account / Final Bill. Otherwise, bill will not be forwarded by EIC to Accounts for payment. EIC should ensure that all necessary documents are submitted by Agency for release of payment. No Running Account / Final Bill shall be paid for the work till the applicable labour license, registration and challans with EPFO, ESIC and BOCW (Building and Other Construction Workers) Welfare Board, whatever applicable, are submitted by the Contractor to the Engineer-in-Charge.) |
| 6 | Contractor shall take a Contractor’s All Risk (CAR) Insurance Policy in respect of entire scope of work and a Janata insurance policy to cover the compensation claims arising out of Workmen's Compensation Act-1923. The Insurance policy shall be taken for entire period of contract and copy of the same shall be submitted to the Engineer-in-Charge before commencement of the work. The insurance policy shall be taken before commencement of the work and shall be renewed during the construction period till actual completion of work. The charges for issue & renewal of insurance policy shall be borne by Contractor. In event of failure of the Contractor to obtain Insurance Policy, Running Account Payments of the Contractor shall not be released till such time the same is obtained by the Contractor & submitted to the Engineer-in-Charge. In case, Insurance Policy has validity period not matching with contract period (either due to policy start date later than actual date of start of work or policy end date earlier than actual date of completion), then penalty for gap in period shall be levied at one and half times the rate of Insurance Policy premium including GST, to be computed on per day basis. All the workers engaged on the work shall required to be insured as per Government norms at the cost of contractor. |
| 7 | The Contractor shall submit with every Running Account / Final Bill, a certificate of employment/deployment of the Technical representative(s) as per Clause 36 (i) in Schedule 'F' of \\" Salient Governing Features of the Tender\\", after certifying by Engineer-in-Charge. In the event of not fulfilling the above provisions of Clause 36(i), recovery shall be made from the contractor as per Schedule 'F'. |
| 8 | Arrangement of Electricity : as per Schedule -BElectricity for construction work will be supplied by department @ free of cost. |
| 9 | Arrangement of Water : as per Schedule -BWater will be supplied by department and water charges will be recovered @1% of gross value of work done. |
| 10 | The drawings issued for Tender purpose are preliminary and indicative only. The Working drawings as applicable shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. Drawing shall not be taken outside campus/site/premises without Gate Pass issued by EIC. |
| 11 | All the items of sub-structure include the cost of dewatering and shoring, wherever necessary, during the progress of work, till its completion without any extra cost to the Department. |
| 12 | The Schedule of Quantities include contingent works for other services (PHE, Electrical, Mechanical etc.) which shall be paid under relevant Civil items. Accordingly, the Contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for embedded plate, bolts, parts etc. in concrete/ brick works as and when required by Engineer-in-charge without any extra cost to the Department. |
| 13 | PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless noted otherwise. Only Fully treated dry, well graded sand conforming to IS 383 shall be used. |
| 14 | Only Ready Mix Mortar of approved make shall be used. The ready mix mortar shall be manufactured by preferred manufacturers, using cement-sand in required proportion. |
| 15 | The size and thickness of natural stones/ tiles mentioned for flooring dado, skirting etc. are approximate and subject to the availability in market during execution. If the required size and thickness is not available, the next higher size and thickness of tiles/ stones shall be used without any extra cost to the Department. The contractor may quote the rates accordingly. |
| 16 | Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless noted otherwise. Nothing extra shall be entertained towards wastages of materials, additional labours/ tools & plants etc. to achieve the required shapes & sizes etc. |
| 17 | The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. |
| 18 | The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc. i) The Workers, Engineers and Supervisors will be provided vigil passes (for entry into Premises) on submission of application forms in prescribed formats supported by documentary proof like Aadhar card, Voter ID card and Ration Card / Driving Licence / PAN card etc. Police Verification Certificate (PVC) is mandatory for Engineers and Supervisors (wherever desired by department). You are requested to obtain immediately Police Verification Certificate (PVC) of your regular staff deployed at site(s) in respect of works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work. ii) The Contractor shall obtain special permission for working on extended hours of working days including Saturday, Sunday and holidays etc. iii) Workers shall be escorted from the main gate of campus/premises upto the site by designated supervisors of the contractor and they are not allowed to roam around inside the premises. iv) Transport vehicles of the contractor are allowed to enter the premises for transportation of construction materials. Drivers must have valid driving license of Heavy Vehicle. v) The following Security regulations shall also be followed strictly while movement of labourers/ workers/ contractor's personnel etc. (a) The Contractor shall issue I-Cards to his workers deployed on regular basis. (b) The Supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside campus for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer-In-Charge at the gate and endorsement obtained on duplicate copy on daily basis. (c) The Contractor's personnel including daily wage workers shall be in uniform with proper identification for ease in identification of such persons at unauthorised places. (d) The daily wage workers/ casual workers employed by the contractor must wear florescence vis-a-vis wear without fail during their presence inside Campus/premises. The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer-in-charge. All the workers must wear the same while on duty. (e) The Contractor's personnel shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. Contractor shall verify the character and antecedents of the labourers employed, through local address proof issued by competent authorities such as Aadhar card, Voter ID card and ration card / driving license /electricity bills /telephone bill /gas connection document etc. The nationality of contract labourers also needs due verification. |
| 19 | Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning of existing traffic and damages caused, if any, to be made good without any extra cost to the department. Contractor may make provision for entry of vehicles by providing alternate road/ route for entry & exit during the construction work, if required, at his own cost without extra cost to the department. |
| 20 | While transporting materials from site and disposal of surplus materials, the spilled over materials/ earth/ debris etc. on the road should be got cleaned by the contractor after the day's work is over. |
| 21 | Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. |
| 22 | Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by BMC/Local Municipal Authority and any other regulations issued by Statutory authorities in the matter from time to time and Department is not responsible in any way in this regard. i) Contractor shall strictly follow the Statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. ii) Surplus Excavated materials and construction debris shall be disposed from construction site at approved disposal ground of BMC/Local Municipal Authority including cost of necessary Statutory charges, as applicable. iii) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. iv) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan. v) Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by BMC/Local Municipal Authority for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Local Municipal Corporation from time to time, till the grant /issuance of the Occupation Certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of BMC/Local Municipal Authority shall be submitted by the agency. |
| 23 | Agency should pay necessary charges to BMC/Local Municipal Authority to get done periodical pest control / anti-larva treatment / Insecticide treatment at Construction site. After the completion of work, necessary NOC shall be obtained from BMC /Local Municipal Authority and shall be submitted to Department. The charges for same will be borne by Contractor. |
| 24 | The Agency shall take care of existing services and other department properties while carrying out job. All dismantling, demolishing and excavation work shall be done with most careful manner and with prior written approval of the Engineer-in-charge, without damaging the existing structures, services, finishes, etc. Agency shall take all precautions to cover all furniture, fixtures, glass and window panes to prevent damage. Damage, if any shall be repaired/replaced by agency at his own cost. |
| 25 | Protection of work: The Contractor shall be responsible for the protection of the work during progress. He shall also provide and maintain any other temporary substitute and material for this purpose. He shall take all the necessary precautions to prevent damage to all the works till its handing over. |
| 26 | Wherever old material/works are replaced with new one, quoted rate includes removing/dismantling the existing one and depositing the serviceable material at departmental store and disposing off debris outside the campus/ premises/ colony. |
| 27 | Since the work has to be carried out inside/ near occupied residential/office building, the work shall be executed with least disturbance to occupants of buildings. |
| 28 | Approved Samples of Materials: The Contractor shall submit samples of all materials to be incorporated in the work, without any extra cost to Department, at least 30 days before he places bulk order for the materials and shall obtain approval of samples in writing from the Engineer-In-charge. |
| 29 | Shop drawings for Aluminium work, Structural steel, Stainless steel, Structural glazing, ACP cladding, etc. shall be submitted by Contractor for the approval of Engineer-in-Charge, at least 30 days in advance prior to taking of work. |
| 30 | No labour shall be permitted to stay inside campus/premises/site. |
| 31 | Suitable area near site of work shall be allocated to the contractor for storing construction materials, for site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises. |
| 32 | Guidelines for Air Pollution mitigation(i) The charges for the Air Pollution mitigation measures shall be borne by the contractor without any extra cost to the department.(ii) Contractor shall follow the directions for Dust and Pollution Control measures in construction as notified by MoEF&CC / MoHUA / CPWD / BMC or any other statutory authority.(iii) All precautionary measures for control of Air Pollution due to Building Construction Activity shall be taken as per Local Statutory/ Municipal Authority Air Pollution Mitigation Plan. (iv) Mandatory Form for Building Construction activity to control Air Pollution along with supporting documents and site photographs shall be submitted to concerened authority or uploaded on online portal.(v) Projects attracting Environmental Clearance shall carry out Third Party Ambient Air Monitoring every fortnightly from NABL / MoEF&CC laboratory. (vi) Construction projects shall mandatorily install sensor-based air quality monitor for measuring PM concentration (PM2.5 and PM10), relative humidity, temperature and display real time AQI data through LED display board (width 1220mm x height 915mm, screen resolution 320 x 192 pixel) at the construction site. Further, installation must be completed within 15 days of issue of Work order or commencement of work. The Contractor shall submit a certificate for completion of installation of air quality monitor and LED display board, after certifying by Engineer-In-charge, along with 1st RA bill for releasing the payment.(vii) The air quality data must be accessible at the site and made available for inspection by Local Municipal Authority/ Competent Authority.(viii) Construction layouts having area more than 01 (one) acre or Height more than 70m, shall have continuous dust or wind breaking tin / metal sheet erected of minimum height 35 feet around periphery of the construction project site and for construction site, less than 01 (one) acre, the tin / metal sheet height shall be 25 feet minimum.(ix) Tarpaulin / Green cloth / Jute sheet to be mandatorily used to cover the floor where any construction activity is in progress and two floors below it and also on scaffolding covering an entire area under demolition structure. Further, regular cleaning of Tarpaulin / Jute sheet to be undertaken. (x) Water sprinkling shall be continuously carried out so that the debris shall remain in wet condition.(xii) All vehicles carrying construction materials/waste/debris shall have valid PUC certificates and the same shall be produced as when asked for by competent authorities.(xiii) Construction workers should mandatorily use PPE (Personal Protective Equipment) i.e. Mask, Goggles etc. |
| 33 | The quoted rate shall be inclusive of providing and erecting temporary barricading of height as per above 'Guidelines for Air Pollution mitigation' (but minimum 10 feet height) using structural steel (MS Pipes or angle iron frame work etc.), covered with tin / GI sheets of approved colour & shade, Struts, MS Clamps, Bracing etc. and shall have wicket gate & material gate and including writing and painting of direction & instructions, providing glow lamps, reflective signs, marking, flags, caution tape etc. Prior written approval of Engineer-in-Charge of the sketch/ drawing showing details of barricading shall be obtained by the contractor. The barricading shall be provided and retained in position at site continuously during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job such as earth work, concrete, welding etc. After completion of work, Contractor shall remove and take away the barricading at his own cost with the prior approval of Engineer-In-Charge. The entire work shall be executed as per direction of Engineer-In-Charge. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer-in-Charge. The Contractor shall submit a certificate for completion of barricading along with 1st RA bill after certifying by Engineer-in-Charge for releasing the payment. |
| 34 | The contractor shall display proper information/cautionary signage boards at site for the safety of the workers and public in general in the surrounding areas. |
| 35 | Contractor has to provide sign board at site with detailed name of project, name of client, name with contact number of contractor and minimum wages category wise at entrance of project/site without any extra cost to the department. |
| 36 | Guidelines for Scaffolding works - Quoted rates shall include all scaffolding works without any extra cost to the department.(i) Design of scaffolding for carrying out work shall be as per relevant IS Codes & specification. The contractor has to observe all safety procedure while working on heights as per IS: 3696 (Part-I) (Safety Code for Scaffolds). (ii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification. Further, Overhead protection should be provided on the scaffolds to protect workers on lower platform against falling objects from higher level.(iii) Necessary ladder shall be provided at required locations to enable Departmental Staff for supervision of works.(iv) Labours working on the scaffolding should be with safety belts, helmets, goggles and other safety gears.(v) Horizontal Safety Net : Nylon net with a mesh size of 25mm shall be provided at 4.0 meter height from the ground level around the buildings upto a distance of minimum 3.0 meter from the edge of the building on all sides to catch any falling objects.(vi) Vertical Safety Net: Green cloth net shall be provided to the full height of scaffolding / building and securely tied to protect falling material coming out during the progress of work. |
| 37 | Maintaining L1 position During execution of the contract, if tender structure changes due to variation in quantities (i.e Work order quantities, Substituted items quantities including quantities within deviation limit specified in Clause 12 of Schedule ‘F’ in “Salient Governing Features of the Tender”), Contractor has to give suitable discount to remain in L1 position. |
| 38 | The quoted rates shall be inclusive of wastage of labour & material, installation, testing, commissioning, transportation, loading, unloading, lifting etc. and also includes provision of all necessary manpower, tools, machinery, equipment, hoists etc. for carrying out the work in effective manner as per specifications and as directed by Engineer-In-Charge. |
| 39 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 40 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. |
| 41 | The contractor shall arrange to provide the service on Saturdays, Sundays and other holidays in case of emergency as required by Engineer - in - Charge, failing which penal recovery shall be made, decision of Engineer - in - Charge will be final. |
| 42 | All complaints received should be attended to, at the shortest possible time. |
| 43 | The contractor shall provide & maintain triplicate book for receiving the job complaint order from Engineer- in- Charge daily in the approved format.They shall provide assistance to the department in maintaining the register of survey to locate loose plaster & hollow ceiling by tapping the surface using appropriate tools & plants. |
| 44 | Each job shall be completed within 7 days from date of issue of job card. Penal recovery @ Rs. 100/- per day will be levied in case of delay in work, subjected to maximum amount of Rs. 700/- per job card. |
| 45 | Penal recovery shall be made @ Rs.500/- per day/ flat, if water taps/ bib cocks, flushes etc. are left open. In case of any further material loss due to this negligence in other flats, same will have to be borne by contractor.i) Minimum labour strength and acequate materials store to be maintained on regular basis as under:a) Mason = 01 Nob) Painter = 01 Noc) Helper = 02 No |
| 46 | The debris generated shall be disposed by mechanical transport to the nearest identified temporary dumping area inside/outside the colony as directed by EIC with all leads, loading, unloading etc. complete. |
| 47 | No escalation shall be paid in contract period of work or extension of work if any. Agencies shall quote the bid accordingly. |
| 48 | C) All breakdown or emergency calls/ complaints received during normal working hours as well as after working hours should be attended to, at the shortest possible time. |
| 49 | E) The contractor shall provide daily report stating the nature of complaints/ work done to the Engineer- in- Charge or authorized representative daily in the format. |
| 50 | F) The contractor shall provide & maintain triplicate book for receiving the job complaint order from Engineer- in- Charge daily in the approved format. |
| 51 | G) Each job is identified as following category based on its priority.A – Normal - 5 working daysB – Urgent - 1 working dayPenal recovery as under shall be made for delay in execution of work A – Normal - Rs 100.00/day B – Urgent - Rs 200.00/ daydecision of Engineer- in- Charge shall be final for deciding the job as A or B Category before allotting the job. Maximum penalty will be Rs. 1000/- per Job card. |
| 52 | J) Minimum labour strength and adequate material store to be maintained on regular basis per requirement of Engineer-In-Chage/ Job Cards Issued. |
| 53 | O) Agency has to own arrangment of transport facility (i.e. Electrical battery operated two wheeler) one for Department supervisor during execution of work, and one for EIC to inspection and measurement purpose, including cost of maintenance and battery charging. |
| 54 | ABSTRACT SHEET |
| 55 | PART I : CIVIL WORKS |
| 56 | PART II : PH WORKS |
| 57 | PART II : REBATE ITEMS |
| 58 | PART I : CIVIL WORKS |
| 59 | Excavation in foundation/ trenches/ pits/ drains etc. in all soils other than soft & hard rock upto a depth not exceeding 1.50 M. including shoring and dewatering if necessary and refilling with selectedexcavated earth in layers not exceeding 250 mm consolidating & disposing surplus earth within the colony at identified places, complete all as per specification and as directed by the E-I-C. |
| 60 | PCC WORK Plain cement concrete using graded stone aggregate of 20mm max. size including consolidation, finishing, curing, cost of form work, shuttering, centering etc. at all level and locations complete all as per specification & as directed by the Engineer-In-Charge. |
| 61 | a) 1:2:4 |
| 62 | b) 1:3:6 |
| 63 | REINFOCEMENT Reinforcement with TMT bars of Fe500D grade reinforced cement concrete conforming to IS at all floors & levels including, supplying, cutting, bending, fixing and tying in position with 1.6 mm dia soft drawn annealed binding wire including cost of binding wire, labour and welding of new reinforcement bars with existing reinforcement bars wherever required etc. complete all as per specifications and as directed by the Engineer-in-Charge.Note:- Binding wire required for the work will have to be supplied by the contractor & the same will not be measured for payment. |
| 64 | Providing and fixing structural steel of approved grade of approved manufactures using steel sections such as angles, flats, tees, channel, tubes, hollow section etc. of required sizes at all levels and locations including cutting, fabricating, welding, erecting & fixing in position, necessary scaffolding and including painting one coat Zinc chormate primer and two coats of synthetic enamel paint of approved make and colour on al exposed surfaces etc. complete all as directed by the Engineer-in-charge. |
| 65 | BRICK MASNORY Brick work using Ready mix cement mortar 1:4 using well burnt locally available bricks of approved quality including scaffolding, raking out joints above ground level simultaneous pointing below ground level, curing, scaffolding,etc. complete all as per specifications & as directed by the Engineer-in-Charge. |
| 66 | a) In foundation & plinth, drain walls, chambers etc. |
| 67 | b) In super structure at all floors and levels. |
| 68 | Half brick masonry using well burnt locally available bricks of approved quality using ready mix cement mortar 1:4 at all floors and levels including RCC 1:2:4,115mm wide & 80mm thick stiffeners at every one metre height with 2Nos. of 8 mm dia TMT bars including form work, scaffolding, raking out joints, curing etc. complete all as per specifications & as directed by the Engineer-in-Charge. |
| 69 | a) In partition walls with stiffeners. |
| 70 | RR MASONRYRandom rubble masonry using spotless black trap or approved locally available stone using Ready mix cement mortar 1:4 including raking out joints, scaffolding simultaneous flush pointing using through bond stones at every 900 mm in horizontal & vertical courses of each layer, including PVC pipe 75 mm dia weep hole at 1.5m c/c in horizontal & in vertical, curing, scaffolding etc. complete all as directed by the Engineer-in-Charge. |
| 71 | Rubble stone supplied by the contractor |
| 72 | a) In foundation & ground level upto plinth. |
| 73 | b) In super structure. |
| 74 | Rubble stone supplied by the Department |
| 75 | a) In foundation & ground level upto plinth. |
| 76 | b) In super structure. |
| 77 | Providing & laying rubble stone soling using spotless stones of consolidated thickness as specified below with stones vertically handset interstices packed with smaller stone chips, binding with murrum/crushed sand, watering, consolidating & finishing to required levels etc. complete all as directed by the Engineer-in-Charge. |
| 78 | Rubble stone supplied by the contractor |
| 79 | a) 150 mm thick |
| 80 | b) 230 mm thick |
| 81 | Rubble stone supplied by the Department |
| 82 | a) 150 mm thick |
| 83 | b) 230 mm thick |
| 84 | FLOORING Providing IPS flooring of following thicknesses at all floors & levels, in cement concrete 1:2:4 using graded stone aggregateof 10 mm max. size laid to proper level or slope in alternate bays in panels of required sizes finished smooth including providing aluminimum strip of size 25 x 2 mm wherever required, curing, including removing carefully existing damaged/ worm out flooring and disposing off debris within colony etc. complete all as per specifications & as directed by the Engineer-in-Charge. |
| 85 | a) 50 mm thick |
| 86 | Kotah stone flooring / dado / skirting at all floors & levels using minimum 25 mm thick machine cut machine polished kotah stone slabs laid over cement mortar bedding as specified below, close jointed & pointed with matching slurry of cement, finished to levels, slope or plumb, curing including removing carefully existing damaged/ worm out flooring and dado & disposing off debris with in colony, complete all as per specifications & as directed by the Engineer-in-Charge. |
| 87 | a) In flooring using Ready mix cement mortar 1:4, 20mm thick bedding |
| 88 | b) In dado / skirting laid over Ready mix cement mortar 1:3 backing 12 mm thick |
| 89 | Providing and laying of Kotah stone for stair treads with 3 line anti skid grooves and nosing at all floors & levels using minimum 25 mm thick machine cut machine polished kotah stone slabs laid over 1:4 ready mix cement mortar bedding including curing hand polishing removing old damaged/ worn out tread and disposing off debris within colony etc., all complete as per specification and as directed by Engineer-in-Charge. |
| 90 | Providing and laying of Kotah stone 20 mm thick risers of approved size and laid over ready mix Cement moratr 1:4 backing of 12 mm thick at all level and floors including cutting to required size, curing, removing of old damaged /worn out risers and disposing off debries within colony all as directed by Engineer-in-Charge. |
| 91 | Providing and fixing of machine cut and both side polished minimum 35 mm thick Cuddapah stone for shelves of cup board including removing of old damaged wooden shelves and making Nitches all the three sides of cup board very carefully and fixing cuddapah with cement mortar and re-instaling the surrounding as per existing including disposal of debries within colony all as directed by Engineer-in-Charge. |
| 92 | Providing and laying at all floors and levels Vitrified tiles of first quality Marbonite of M/S H&R JHONSON (INDIA) Ltd or other equivalent approved make of approved colour, shade, pattern and of thickness as per manufacture's specifications, laid directly over tile, using polymer cum cement based adhesive (Type -II as per IS) manufactured by M/S Roffe construction or M/s Bal Endura chemicals or other approved equivalent in respect of flooring and fixed over 12 mm thick backing using ready mix cement mortar 1:3 in respect of skirting , close jointed and grouted white /colour cement slurry with pigments to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings / cut out where necessary including wastage for odd shape of room and final cleaning of surfaces as required, curing etc. complete all as per specification,relevent IS code & as directed by the EIC. |
| 93 | a) In flooring with tiles of approx. size 600 mm x 600 mm similar to Salt & Pepper (White/Grey)/ Rigato/Athelon of M/s H& R Johnson (I) ltd. Or similar tile of other approved make, laid directly over existing tile using tile on tile polymer cum cement based adhesive. |
| 94 | b) In Dado / skirting with tiles of size 600 x 100 mm similar to Salt & Pepper (White/Grey)/ Rigato/Athelon of M/s H& R Johnson (I) ltd. Or similar laid over 12 mm thick ready mix cement mortar 1:3 backing, jointed with cement slurry & grouted with pigment of matching shade & finishing the top of skirting etc. complete, including dismantling the existing dado/skirting tile and backing cement mortar disposal of debris etc. complete. |
| 95 | Providing & laying all floors & levels first quality ceramic tiles of minimum thickness as specified by the manufacturer of M/S. H&R JHONSON (INDIA) Ltd. or equivalent approved make of approved colours, shade and texture in flooring / dado / skirting as per approved pattern. incluidng cost of all materials, including cutting the tiles to required shape, wastage, pointing the joints with white cement mixed with matching pigments to match the colour of the tiles, finished to line, level, slope & plumb, final cleaning of surface as required, curing , making necessary opening cutouts etc.and including removing existing flooring / dado and disposing of debris outside colony complete all as per specifications,drawings, relevant IS code & as directed by the EIC. |
| 96 | In flooring with rectified ceramic tiles of size 300 x 300 (approx size ) Digital HD series of M/s H& R Johnson or equivalent approved make with 20 mm thick 1:4 Cement mortar bedding (Using factory made Ready Mix Mortar only) |
| 97 | In flooring with anti skid tiles of size 300 x 300 mm x 12 mm th ( approx size) Checkered Ivory of Endura tiles of M/s H& R Johnson or approved equivalent with 20 mm thick 1:4 Cement mortar bedding (Using factory made Ready Mix Mortar only) |
| 98 | In dado / Skirting with tiles of 300X600mm (Approx size) of Digital HD Series of M/s H&R johnson (India) Limited or approved equivalent fixed over 12 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) backing / fixed directly over existing tile with polymer cum cement based tile adhesive manufactured by M/s. Roffe construction (Non-Skid Adhesive, NSA) or M/s Ardex Endura (Gold Star) or other approved equivalent, jointed with cement slurry & grouted with pigment of matching shade & finishing the top of skirting/dado etc. complete. |
| 99 | Providing & laying / damaged portion replacement with machine cut machine polished Cuddapah stones/ granite stone/ marble stone as mentioned followings for kitchen platform vertical support/ shelves/ window cill etc. and including necessary cement mortar for backing/ bedding, close jointed and grouted with matching cement slurry and finished to line, slope, level, plumb, curing etc. as required including removing and refixing of existing aluminum alsing window along with MS grill, cutting of stone slabs, wastage, making cut outs wherever required, providing 75mm long SS screw minimum @600mm c/c etc. all as per drawing, specifications and as directed by the Engineer- in- Charge.Note : 1)Verticals,shelves,platform shall be embedded minimum 25 mm in wall/flooring.2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge.3)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm.4) All finished natural stones except for floorings shall be applied with araldite or equivalent stone adhesive on back surface, spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones.4)Agencies shall quote rate accordingly. |
| 100 | a) 18 mm thick machine cut and single side machine polished Baroda green marble stone for window cill in stepped form laid over 20 mm thick 1:4 ready mix cement mortar & over lapping of 20 mm shall be fixed with Araldite adhesive with best workmanship including half round moulding & polishing of exposed face etc. complete. all as per drawing, specifications and as directed by the Engineer- in- Charge. |
| 101 | b) 18 mm thick machine cut and single side machine polished Baroda green marble stone for window jamb & bottom of lintel in single piece laid over 20 mm thick 1:4 ready mix cement mortar including half round moulding & polishing of exposed face etc. complete all as per drg, specifications and as directed by the Engineer- in- Charge. |
| 102 | c) For kitchen platform top, upto 750 mm wide and upto 1800 mm length in single piece consisting machine cut machine polished on one side, 30 mm thick cuddappa stone at top and bottom fixed with 20 mm thick 1:4 ready mix cement mortar, between two stone slabs (Double stone slab sandwitch type) including providing cut out if any, moulding and polishing the edges etc. complete.(Using Factory made Ready mix mortar only) |
| 103 | d) For kitchen platform horizontal facia upto 100 mm wide machine cut machine polished on one side 25 mm thick cuddappa stone fixed with epoxy resin base (Arladite adhesive or equivalent) including round moulding and polishing the edges etc. complete. |
| 104 | e) For horizontal beading of size 30 x16 mm machine cut machine polished cuddappa stone fixed with epoxy resin base (Arladite adhesive or equivalent) including round moulding and polishing the edges etc. complete. |
| 105 | g) For kitchen platform horizontal facia upto 100 mm wide machine cut machine polished on one side 18 mm thick Jet black Granite stone fixed with epoxy resin base (Arladite adhesive or equivalent) including round moulding and polishing the edges etc. complete. |
| 106 | h) For horizontal beading of size 30x16 mm machine cut machine polished Jet black Granite stone fixed with epoxy resin base (Arladite adhesive or equivalent) including round moulding and polishing the edges etc. complete. |
| 107 | Providing and fixing / replacement of existing in position at all floors, levels/ heights 18mm 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 ready mix cement mortar 1:3, 20mm backing & overlapping of 20mm shall be fixed with Araldite adhesive, with best workmanship, finishing, curing, providing 75mm long SS screw minimum @600mm c/c including removing existing door frame, shutter & fittings etc. and depositing the same at dept. store etc. complete all as per specifications, drawings & as directed by the Engineer- in- Charge.Note : 1)Verticals,shelves,platform shall be embedded minimum 25 mm in wall/flooring.2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge.3)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm.4) All finished natural stones except for floorings shall be applied with araldite or equivalent stone adhesive on back surface, spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones.4)Agencies shall quote rate accordingly. |
| 108 | a) Jet Black Granite Stone. |
| 109 | b) Baroda Green marble Stone. |
| 110 | Removing of existing dislocated/settled CC interlocking paver blocks/Shahabad tile from footpath, stacking the same, Re-laying those cement concrete interlocking paver blocks in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 111 | Repairing of loose / shaky vitrified tile flooring at all floors and levels using polymer modified cement based tile adhesive manufactured by Roffe Construction – NSA (Non Skid Adhesive) or M/s Bal Endura Chemicals– Gold Star or other approved equivalent. The repairing process will consists of following. (1) Complete checking by tapping of affected flooring area using solid wooden stick. Identifying the affected tiles for repair work. (2) Drilling holes through tiles and widenining of tile joints using cutter as per requirement. (3) Breaking of tiles and removing backing adhesive from original flooring, cleaning etc (If Required). Checking the original flooring by tapping using solid wooden stick and repairing of original flooring by breaking the original mosaic / cement tile flooring and filling with 1:3 cement sand mortar, curing etc complete. (4) Grouting the tile flooring using tile adhesive slurry through drilled holes, widened joints, opening made by tile breaking using trowel etc and by tapping of floor tiles etc. (5) Sealing of drilled holes, widened joints using white cement cleaning of flooring, removal of debris and disposal of debris outside colony. (6) Complete checking by tapping of repaired flooring area using solid wooden stick after 7 days of repairing work in presence of departmental representative. The repaired work shall not make any hollow sound, loose/shaky motion of tiles. The entire repairing work shall be carried out as per direction and instrcutions of engineer-in-charge. |
| 112 | (a) Area of flooring for which grouting of joints and backing mortar done using tile adhesive. |
| 113 | (b) 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. |
| 114 | Providing & laying (40 mm average thickness)50mm thick rough shahabad stoneslabs in footpath & pavement in patch work over a bed of 50 mm thick stone grit & dust in proper line, level orslope, flush pointing with CM 1:3 all around theshahabad stone slab including cleanig the site,andleveling the surface including transporting & disposingoff the unwanted materials etc.outside theAnushktinagar colony etc...complete all as directed bythe E/I/C |
| 115 | Labour charges for refixing prepainted Galvanised sheet / FRP sheet with necessary fasteners / hold fast screws / vips etc. with 100 mm overlap in each sheet taking in view of waterproofness, fixed line, level material wastage, labour, scaffolding at all levels/ heights and locations etc. complete all as directed by the Engineer-in-charge. |
| 116 | a) Material supplyed by Contractor |
| 117 | WOOD WORK Providing and fixing second class teak wood in frames of required sections for doors, windows, ventilators, clear storey window, partition, railing, battens & rafters etc. wrought framed and fixed in position including providing and fixing M.S. hold fasts of size 200 x 30 x 3 mm embedded in concrete block of P.C.C. 1:2:4 and fixing frame in position, labour for removal of door shutter carefully and refixing the same including applying one coat of approved wood primer & two coats of synthetic enamel paint to the exposed surfaces and two coats of bituminous paint to the surfaces of frames in contact with masonry concrete etc. including removing the old damaged frames and transporting to Deptt. Stores and making the adjacent plaster good to match with existing surfaces, etc. complete all as directed by the Engineer-in-Charge. |
| 118 | Repairs to the existing door frame by replacing part of the frame with 2nd class teak wood at site of work by :i) Cutting of the damaged / decayed portion of the door frame without disturbing / removing of the existing frame. ii) Providing wood with 2nd class teak wood as per the existing frame for repairing of the damaged / decayed portion of the frame including making lap joints for jointing the new wood with old wood work by fixing necessary screws and synthetic adhesive etc. complete. iii) Fixing the repaired door frame in position with embedding the frame upto 50 mm depth in the floor and fixing coach screws to the wall including breaking of the floor for making pocket, applying two coats of bituminous paint to the surfaces of frames in contact with masonry /concrete, repairing floor with P.C.C. 1:2:4 finishing, including one coat of synthetic enamel paint over one coat of primer on new work and one coat of synthetic enamel paint over entire surfaces of frame etc. & disposing of debris with in colony etc. complete all as directed by the Engineer-in-Charge. |
| 119 | Providing and fixing second class C.P. teak wood of required sizes and Sections for repairing the styles & rails & battens of panelled and battened door shutters of various flats at all floors, including carefully removing the existing door shutters & removing with fittings & fixtures,damaged / decayed teak wood nail / styles battens and plywood panel of shutters, cutting, plaining & jointing the wood, providing and fixing necessary screws and glueing the lap joints with synthetic adhesive fevicol or equivalent, plaining & finishing the new wood work to match with old work in proper line and level including cost of fixing the door shutters with all fittings & fixtures with one coat synthetic enamel paint over one coat of primer on new work and one coat of paint over entire surfaces of shutters etc. disposing of debris within colony etc.complete all as directed by the Engineer-in-Charge. |
| 120 | a) Teak wood |
| 121 | b) 12mm thick marine ply of approved make |
| 122 | Providing marine ply of 19 mm thick conforming to latest IS -710, for making / repairing of wooden cupboards/cabinet etc at all floors and levels, including cutting to required sizes and jointing and fixing the same with necessary screws, adhesives, providing and fixing teak wood lipping to all exposed faces of ply wood and including wastasge, transportation and including removing old damaged cupboards/cabinet and refixing the same after repair, including removing & refixing all fittings & fixtures and depositing unserviceable cupboards to departmental store etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 123 | Providing & fixing commercial ply/ teak veneer 3.5 / 4 mm thick of approved make and quality to flush door / ply wood / block board etc. including cost of adhesve, panel pins / nails, screws wasting in cutting etc. all as directed by the Engineeri -in - charge. |
| 124 | Using 3.0 mm thick teak veneer. |
| 125 | Using 4.0 mm thick commercial ply. |
| 126 | Supplying & fixing in position the 30/40 mm thick solid core block board flush door shutters with commercial ply on both side conforming to IS with external type teak wood lipping of section 30 x 20 mm/40 x 20 mm alround, fixing shutters in position to pressed steel door frames/wooden frames at all floors by cutting / planning if necessary, including supplying & fixing heavy duty MS oxidised hinges including cost of fixing the fittings, painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. including removing the old damaged shutter and transporting to Deptt. stores all as per specifications, & as directed by Engineer-in-charge |
| 127 | a) For Door 35 mm thick |
| 128 | b) For Door 38 mm thick |
| 129 | Providing and fixing in position 2nd class C.P. teak wood panelled door shutters of 35 mm thickness, styles , top & other rails 100 mm wide, lock and bottom rails 175 mm - 200 mm wide, with treated under vaccum pressure and kiln seasoned secondary species timber with insert panels of 12 mm thick marine plywood including supplying & fixing heavy duty MS oxidized hinges including painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. including cost of fixing the fittings, removing the old damaged shutter and transporting to Deptt. stores all as per specifications, & as directed by Engineer-in-charge |
| 130 | Maintenance of door shutter without removing from position including removing & re-fixing of fittings / fixtures complete all as per specification & as directed by EIC. |
| 131 | Attending carpenatry related works in Occupied flats by checking, repairing, refixing/ replacing woods/ aluminium / brass fittings & fixtures, making all doors of the flat functional, making all sliding windows & louver windows functional including fixing of rollers for windows and screws required for carpenatry work etc. complete all as directed by the Engineer in Charge. |
| 132 | FITTING & FIXTURES Supplying & fixing Night latches full set for in side opening door of Godrej make with 7 levers, safety latch , Round lock, Retainer plate, and with triplicate keys to the existing main door at various flat/ locations including all charges, screws, removing and returning the old fittings to dept. stores, shifting the positioning of nigh latch sets, if required and plugging the unwanted holes/ cut outs in door frame/ shutter etc.Of Godrej make with Product code : 8261 complete all as directed by the Engineer-in-charge |
| 133 | Providing & fixing Mortice lock with brass parts and body with 6 levers,of Godrej/ Everite make or other approved equivalent with stainless steel duplicate keys and pair of detachable, pressure diecast chromium plated handle with chromium plated brass screws for left hand/right hand and for single leaf shutter of 30mm to 40 mm thickness with brass socket plate. (Exact number for left, right and double shutter shall be ascertained based on site requirement.) |
| 134 | a) With handle on both sides of shutter. |
| 135 | Providing & fixing Hydraulic door closure conforming to IS:3564 of heavy duty (as per approved make & design) with fittings and fixtures, necessary screws/bolts and other accessories including removing the existing old & damaged door closure and submitting the same to the deptt. store. |
| 136 | a) Hydraulic door closure of Everite or equivalent approved (Right/ Left type) |
| 137 | Supplying and fixing following type of miscellaneous fittings, fixtures and fastenings of approved quality along with necessary CP brass screws,bolts, nuts, washers and other standard accessories etc. complete all as directed by the Engineer-in-charge |
| 138 | a) Heavy duty SS butt hinges of size 125mm X 76mm X 2.8 mm |
| 139 | b) Metalled steel Peep hole to suit 35-40mm thick door shutters. |
| 140 | Replacement of follwing materials required during maintenance (Installation cost shall be included in Item No. 183.01 to 183.04 of Part A Civil ) as per approved makes etc.complete all as directed by the Engineer-in-charge. |
| 141 | Bow Handle 100 mm. long with back plate, ' D ' section. |
| 142 | D - Type Aluminium door handle having total length 150 mm with ISI mark on body as per IS : 208. Heavy duty type of best quality. |
| 143 | Tower bolt 200 mm long with 10 mm dia barrel |
| 144 | Tower bolt 150 mm long with 10 mm dia barrel |
| 145 | Aluminium tower bolt 4 inch long with 10 mm dia barrel ISI mark heavy duty type of best quality. |
| 146 | S S Aldrop(SS-304) 250 mm long , 16 mm dia Barrel. with extra locking arrangement. |
| 147 | Baby latch 75 mm long with 10 mm dia barrel |
| 148 | Superior Quality Aluminium Door stopper Floor type with solid double barrel bolt, heavy quality rubber bush fixed with screw/without screw, complete set. The weight of S.S door stopper with rubber bush and screw shall not be less than 190 gms each. (Remark : Door stopper less than 190 gms is not acceptable) |
| 149 | Nylon Wheel (PVC roller) for sliding window shutter. Heavy duty type of best quality |
| 150 | Aluminium Tadi set 8 inch long with all necessary fittings. Heavy duty type of best quality (Remark : ISI mark on tadi set is mandatory) |
| 151 | Aluminium body Powder coated Black colour Kin Loan Lock of 8 inch long for section : 27 Sliding window shutter with locking socket and locking plate and with all necessary fittings. Heavy duty type of best quality. |
| 152 | Aluminium body Powder coated Black colour Kin Loan Lock of 7 inch long for section : 20 Sliding window shutter with locking socket and locking plate and with all necessary fittings. Heavy duty type of best quality. |
| 153 | Replacement/Supplying of following materials required during maintenance as per approved makes etc.complete all as directed by the Engineer-in-charge. (Installation cost if any shall be included in Item No. 183.01 to 183.04 of Part A Civil )Note: A sample of each material listed above should be got approved by Engineer-in-Charge before supply. |
| 154 | White Portland cement in instant 1 k.g packet with ISI mark on packet as per IS : 8042:2015 |
| 155 | Supply of OPC/ PPC -ISI marked , cement of 50 Kg bag of approved make. (cement shall be supplied equally at duration of 3 months) |
| 156 | Supply of factory manufactured Pre-mix / ready mix mortar of M/s. Wall plast , M/s. Roofit mix, M/s. Ultratech Cement Ltd. M/s. Silicoplast etc. or other approved equivalent in Ready mix bag of 40 Kg. Including, Transportation loading, unloading from Market to Various Maintenance units of Eastern side of Anushaktinagar. |
| 157 | Good quality Full S.S floor grating (Jali) For bath & toilet nahani trap |
| 158 | Polypropylene (P.P) Rope of 6 mm thick heavy duty type of best quality. |
| 159 | Rust Remover Spray of WD - 40 in 63.8 g bottle. |
| 160 | C.P. brass towel rods (304 Grade Stainless Steel) of size 600 mm x 20 mm with a pair of C.P. brass brackets, wall flanges C.P. brass brackets, wall flanges etc. |
| 161 | Night latches full set for in side opening door of Godrej make with 7 levers, safety latch , Round lock, Retainer plate and with triplicate keys etc. of Godrej make with Product code : 8261 |
| 162 | Best Quality Cam Lock/Letter Box Lock (Godrej make) having size (30 mm X 22 mm) Dia with 02/03 Nos Keys |
| 163 | Navtal Lock (Pad Lock Godrej make) - 6 Lever with triplicate keys |
| 164 | Glass Shelf of size 600 x 120 x 6 mm thick, all edges polished including 2 nos. S S shelf holding brackets of 110 mm length. |
| 165 | Supplying of MS Safety chain for Main doors |
| 166 | Supply of Silicon filling Gun. |
| 167 | Supply of Silicon Silica black / brown solvent bottle containing solvent of 550 ml each. |
| 168 | Centre Hole type S.S Bath Room Jalli of best quality. Size:(5 inch Dia) |
| 169 | Supplying of oil putty for fitting window Glass |
| 170 | Rust Remover Spray of WD - 40 in 63.8 g bottle. |
| 171 | Fevicol S.H in 100 ml bottle |
| 172 | Providing & fixing ordinary plain / frosted / Bajara sheet glass/ for MS openable/louvers or aluminium sliding windows , glass doors, vision panels etc of approved make of following thickness in various sizes as required at site, using first class glass oil putty of approved quality and make including supplying & fixing glazing pins, teak wood or aluminium beading, EPDM gasket etc with necessary screws, nails etc (as required). at all floors & locations including cutting the glass to required size, removing the existing broken / damaged glass panes from windows / doors / partitions etc. along with its old oil putty/gasket /beading etc. carefully and disposing off the un-serviceable material with in colony including wastage in cutting, transportation etc. complete all as directed by the Engineer-in-Charge. |
| 173 | a) 4 mm thick plain glass for window panes |
| 174 | b) 6 mm thick plain glass for sliding window |
| 175 | b) 4 mm thick Bajra glass for windows /louvers |
| 176 | c) 5 mm thick plain glass with EPDM gasket for aluminium windows |
| 177 | PLASTERING WORK Cement plastering using factory manufactured pre mix/ready mix mortar in CM 1:4 of 'Roofit Mix'of M/s Premier Floor to Roof Materials pvt.ltd/ 'Easy plast' of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd or other approved equivalent make, having minimum composition of C:S :: 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for external plastering, having low rebound properties, low water demand for curing properties, mechnical mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer and applied on internal wall and ceiling finished smooth with POP over brick walls or concrete surfaces at all floors and levels, including membrane curing by applying one coat of factory made curing compound Resikure of M/s Anuvi Chemicals, Concure of M/s fosroc, Dr. Fixit curing compound or other equivalent over repaired surfaces as per manufacturer's specification and removing existing damaged/ worn out plastering and disposing off debris inside Anushaktinagar colony at the location identified by EIC etc. complete all as per specifications and as directed by EIC. |
| 178 | a) 12 mm thick |
| 179 | b) 15mm thick. |
| 180 | C) 20 mm thick. |
| 181 | Removing of loose plaster from ceiling, cheking the nearby surface by wooden mallet, covering of furniture/households in the area of work, providing wooden/MS propes, disposal of debries at the nearby dumping yard inside colony, including scaffolding etc, complete all as directed by the Engineer-in-charge. (Damaged loose plaster will be measured for payment) |
| 182 | Filling of joints of tiles, stone using white cement, grey cement etc.. including cleaning the area etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 183 | Sand faced cement plaster 20 mm using factory manufactured pre mix/ready mix mortar of approved make minimum composition of C:S :: 1:4 suitable for external plastering over brick walls or concrete surfaces with base coat of 12 mm thick and finishing coat of 8 mm thick final rendering, including acrylic based membrane curing of M/s Anuvi chemicals/Fosroc/Dr.fixit at all floors and levels, including removing existing damaged/ worn out plastering and disposing off debris with in colony etc., complete all as per specifications and as directed by EIC. (Scaffolding shall be paid under relevent item)NOTE:1. The contractor must take full precautions that original brick work is not damaged while dismantling of plaster. Incase of any damage the same shall be made good with 25g chicken wire mesh at his own cost. No separate payment for any additional thickness of plaster if any will be made. Contractor must visit site and acquint himself with the condition of building. |
| 184 | Cement pointing to stone work using ready mix cement mortar 1:3, including rakingout joints, pointing neatly and finishing the joints as specified below including curing, scaffolding etc. complete all as directed by the Engineer-in-Charge. |
| 185 | a) Raised and cut pointing. |
| 186 | WATER PROOFING WORKSpressure grouting through RCC slab / brick masonry by drilling hole in RCC slab to required depth without causing any damaged to reinforcement, inserting ½” dia PVC pipe in hole securing the hole sides with mortar 1:2, pressure grouting with cement slurry mixed with approved water proofing compound @ 2% by weight of cement to required pressure, continuing the pressure grouting till the flow of cement slurry stops, removing the PVC pipe, sealing the hole with cement mortar 1:1, scaffolding etc. complete all as directed by theEngineer – in – Charge. |
| 187 | Repairs to damaged RCC structural members at all locations/ floors using polymer modified cementatious mortar, for strengthening the existing RCC structural members using acrylic based polymer and comprising the following operations:Important Notes:1. Breaking cracked / spalled concrete members along the cracks with plaster, including removing and stacking of all unserviceable material at site, simultaneous transportation and disposed at a location in Anushaktinagar as identified by EIC. complete all as per specifications and as directed by the Engineer-in Charge.2. Exposing and cleaning the reinforcement thoroughly by light tapping / wire brushing of using strong emery paper and finally by acetone /rust remover of Dr. Fixit / Anuvi chemicals / Fosroc or other equivalent.3. Applying a coat of polymer and cement slurry in the ratio 1:1 by volume to the reinforcement bars.4. Polymer required for the work shall be procured by the Agency from approved Manufacturers Like M/s Astra , M/s Anuvi, M/s Apcotex or other approved equivalent manufacturer confirming to technical requirements as below and the invoices/challans etc to be submitted to EIC for record. Appearance: Milky whitePh- value : 9-10Specific gravity : 1.055+/-0.005Solid contents(%w/w)-: 44+/-1Viscosity at 25 degree C temperature (in sec): 15-20Testing of the material as per relevant codes at NABL approved Lab. is to be done by the Agency for every batch/lot of supply.5. Bond coat should be applied @ 0.37 ltr./layer/sq.m. |
| 188 | a) Building up with polymer modified cementatious mortar for RCC structural members etc. in layers not exceeding 20 mm in a day (proportion – cement 50 Kg. : Silica sand 125 Kg. : polymer liquid 10 ltrs.) with necessary bond coat (polymer : Cement = 1:1 by volume) for tack coat and also for subsequent layers using polymer including curing, covering the flooring /window with tarpaulins or equivalent covering material to avoid deposition of polymer mortar and cleaning of floor / windows thoroughly on completion of repair work etc. complete all as per specifications and as directed by the Engineer-in-charge. Polymer used for this work in KG shall be measured for payment. |
| 189 | Providing & applying asian paint smartcare Damp block white colored coating over wall / concrete surface including cost of removing existing old paint with putty etc., applying one coat of self priming coat of AP smart care damp block (diluted with water in 1:1 ratio) and applying two coats of AP smart care damp block (diluted with water in 3:1 ratio) etc. complete as per specification & as directed by the EIC |
| 190 | Providing & Applying single repairing coat of seamless acrylic based chemical waterproofing chemical, material consumption should not be less than 0.6 liter /Sqm, including cleaning the surface throughly by water jet pump, complete all as per the manufacturers specifications and as directed by EIC, using any of the following waterproofing systems 1) Smartcare Damp Proof of M/s Asian paints 2) Dr. Fixit Newcoat of M/s Pidilite 3) Brushbond Roof Guard of M/s Fosroc 4) ShaliCryl® LM HI of M/s STP Limited, all confirming to the following technical requirements: Chemical properties: Sp. Gravity : 1 +/- 0.2 Tensile strength @ 14 days : 0.5 N/mm2 to 1.0 N/mm2 Elongation : 100% minimum UV Resistant : Continuous 500 hrs (min) as per ASTM D 4587 |
| 191 | Over terrace slab, top of water tank and parapet etc. at all levels |
| 192 | Supplying acrylic based chemical waterproofing materials at site, Smartcare Damp Proof of M/s. Asian paints/ Dr. Fixit Newcoat of M/s. Pidilite/ Brushbond Roof Guard of M/s. Fosroc / Shali Cryl® LM HI of M/s. STP Limited, all confirming to the manufacturer technical requirements. |
| 193 | Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality, complete up to 5 mm depth and 5 mm width etc. all as per direction of Engineer-in-charge. |
| 194 | Providing brick bat coba using 40 mm size graded brick aggregate in ready mix cement mortar 1: 4 for filling in sunken floor at all levels and locations, and finishing the surface even so as to be suitable to receive the water proof cement plaster etc. including curing, finishing and removing existing worn/ damaged plaster & disposing off debris etc complete all as per specifications and as directed by the Engineer in charge. |
| 195 | Providing and laying integral cement based water proofing treatment of the agency approved by Department in patches, including cleaning and preparing surface by exposing the concrete, removing latencies, filling up inherent holes, voids, honey-combs etc.,in the concrete slab as required for treatment of roofs, balconies, terraces etc setting brickbat coba in waterproof mortar with necessary gradient for easy flow of water and continuing the treatment along the inner faces of parapet or othe adjoining wall at all level, heights and lead.consisting of following operations. As per IS :2645 :2003, With average thickness of 110mm and minimum thickness at drain point as 65 mm. including dismentaling existing waterproofing treatment upto RCC surface with consealed fitting curing and removing and lowering the debris obtained from the terrace level to ground and disposing the same all as directed by the EIC as per the following :a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietory water proofing compound over the RCC slab including cleaning the surface before treatment. b) 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) admixed with proprietory water proofing compound over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietory water proofing compound to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of walls and slabs junctions.c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound.d) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound, marking groove line boxes with 300mm X 300mm. f) 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. |
| 196 | Providing chemical based water proofing treatment of approved maked (Indofil / Pidilite / Asian ) over bath / WC & brick bat coba & other locations as per the following Proceducer: a) Cleaning copletely the existing surface to remove all dirt with wire metal brush. b) Applying a primer coat of water proofing compound (diluted with clean water as per recommendations of manufacturer) pver the entire area to be treated including filling up cracks, if any with cement mortor 1:3 mixed with waterproofing compound. c) Applying a fist coat with water proofing compound with cement in 1:1 ratio. d) Providing & spreading of polycon based fibrous water proofing net entire area including lapping as per manufacturers specifications immediately after applying first coat and curing. e) Applying second coat with water proofing compound with cement in 1:1 ratio over the polycon based fibrous net. f) applying top coat with undiluted water proofing compound. Note: 1) the entre work shall be carried out as per manufacturers specification and as directred by the Engineer-in-charge. ii) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Appendix 'D' for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treatment in bone dry condition for 5 years. During the guarantgee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about suchleakages / defects. |
| 197 | PAINTING WORK Providing and applying one coat of white cement based wall care putty of approved make over entire surface including preparing old painted surfaces by thoroughly scrapping oil bound distemper /acrylic emulsion / white wash etc, filling up the cracks, crevices, depression, holes, including sand papering and making surfaces even and smooth dusting /cleaning, applying one coat of approved cement primer, scaffolding , covering the furniture etc with tarpaulins or eqivalent covering materials, cleaning of all surfaces etc.& disposing of debris outside colony etc.complete as per specifications and as directed by the Engineer-in-Charge. |
| 198 | White washing for ceiling & walls of rooms and staircases in two coats on old works with lime of approved quality by adding blue and glue in required quantity including scaffolding, scrapping, wherever required,cleaning the surface with sand paper and fibre broom and filling the cracks, holes, with approved putty and making even surfaces etc. complete as per specifications including cleaning of floors, doors, windows etc. as directed by the Engineer-in-Charge. |
| 199 | Repainting of old painted surfaces with two coats of Oil bound distemper of approved make & shade over two coats of approved primer consist of thoroughly scrapping oil bound distemper / white wash surface, applying a coat of approved cement primer, filling upthe cracks with approved crack filling compound, applying approved stucco putty to entire surface to fill up crevices, mild depression etc. thoroughly scrapping the surface, applying 2nd coat of approved cement primer over putty work , apply two coats of Oil bound distemper paint including necessary covering material and removal of splashing & droppings from floors, walls including scaffolding, ladder as required & disposing of debris within colony etc. complete all as directed by the Engineer-in-Charge. |
| 200 | Repainting of old painted surfaces with two coats of premium quality acrylic emulsion paint of approved make & shade over two coats of approved primer consist of thoroughly scrapping oil bound distemper /acrylic emulsion / white wash surface, applying a coat of approved cement primer, filling upthe cracks with approved crack filling compound, applying approved stucco putty to entire surface to fill up crevices, mild depression etc. thoroughly scrapping the surface, applying 2nd coat of approved cement primer carrying out full stucco putty work , apply two coats of acrylic emulsion paint including necessary covering material and removal of splashing & droppings from floors, walls including scaffolding, ladder as required & disposing of debris within colony etc. complete all as directed by the Engineer-in-Charge. |
| 201 | Repainting of old painted surfaces with two coats Flat oil paint of approved shade and make over two coats of approved cement primer consist of thoroughly scrapping of all types of old painted surfaces , applying a coat of approved cement primer, filling upthe cracks with approved crack filling compound, applying approved stucco putty to entire surface to fill up crevices, mild depression etc. thoroughly scrapping the surface, applying 2nd coat of approved cement primer over putty work , apply two coats of Flat oil paint including necessary covering material and removal of splashing & droppings from floors, walls including scaffolding, ladder as required & disposing of debris within colony etc. complete all as directed by the Engineer-in-Charge. |
| 202 | Repainting of old painted surfaces with two coats of Royal luxury emulsion paint of approved shade and make over two coats of approved cement primer which consist of thoroughly scrapping old painted surface, applying a coat of approved cement primer, filling up the cracks with approved crack filling compound, applying stucco putty to entire surface to fill up crevices, mild depression etc.thoroughly scrapping the surface, applying 2 coat of approved cement primer, carrying out putty work wherever required, including necessary covering material and removal of splashings & droppings from floors, walls including scaffolding , ladder as required etc. compelte all as directed by the EIC |
| 203 | Providing and applying three finished coats of acrylic based emulsion exterior coating (Over sand faced plastered surfaces / RCC Jalli / fins ) of Apex Ultima of M/s. Asian Paints / Excel of M/s. Nerolac / Heatshield of M/s. Dr.FIXIT / Weathershield Max of M/s. ICI Delux or other approved equivalent make and shade over the sand face / rough cast plaster/ RCC jalli / RCC fins at locations as required, including preparation in proportion of One litre of Apex Ultima or other makes with 400 ML. of potable water, thoroughly mixed and applied at an interval of 4-6 hours for each successive coats and ensure consumption of 0.27 ltr/Sqm for 3 coats, including preparation of surface, cleaning and filling the cracks and crevices with Latex caulking crack filler etc. complete generally as per the manufacturer's specification and as directed by the EIC. |
| 204 | Painting old wood/steel work with two coats of Synthetic enamel paint of approved shade & make over one coat of primer including preparing surfaces, through scapping of MS work, filling with putty wherever required, scaffolding & cleaning etc. complete all as per specifications & as directed by the Engineer-in-Charge |
| 205 | a) On wooden surfaces with two finishing coat over a coat of woodprimer. |
| 206 | b) On steel surfaces with two finishing coats over a coat of steel primer. |
| 207 | Applying three coats of Touch wood of approved make & tint to obtain finish as required over a coat of wood filler including sand papering, cleaning, filling up holes, cracks & crevices with putty etc. complete to give an uniform shade etc., complete all as per specifications & as directed by the Engineer-in-Charge. |
| 208 | Applying two coats of EPOXY paint of approved make for old or new MS works over a coat of appropriate primer (As per manufactureres of Epoxy paint) including thorougly scapping and removing rust , oil and greese over old MS work, applying approved make metal putty wherever required including scaffolding, cleaning the surrounding areas all as per specifications & as directed by the Engineer-in-Charge. |
| 209 | DISMANTLING AND DEMOLISHING WORKSDismantling carefully the existing RCC kitchen platform/Brick work / stone masonary /PCC along with finishing by chiselling without damaging existing structure including cutting the reinforcement etc. depositing the serviceable material at Departmental store and disposing off debris outside colony etc complete all as directed by the EIC. |
| 210 | Existing Kitchen /Granite/ RCC platform/PCC |
| 211 | Brick work |
| 212 | Stone masonary |
| 213 | Cutting soling/water bound macadam road portion etc. and stacking the serviceable material and disposing of unserviceable material within colony etc. complete all as per specification & as directed by theEngineer-in-Charge. |
| 214 | Demolishing PCC/RCC works by chiseling at all levels including scaffolding,cutting of reinforcement bars by gas cutting, straightening and stackingof steel bars and disposal of unserviceable materials complete all per specification & as directed by theEngineer-in-Charge. |
| 215 | Demolishing brick /stone masonry in cement mortar and plaster at all floors & levels including scaffolding, stacking of serviceable materials & disposing of unserviceable materials etc. complete all as per specification & as directed by the Engineer-in-Charge. |
| 216 | a) Brick/Stone masonary work. |
| 217 | Disposal of surplus earth /debris of all kinds of construction waste materials by mechanical transport to the near by dumbing pits / areas out side Department colony / office premises including all lifts, loading, unloading, stacking , spreading, leveling etc. complete as directed by the Engineer-in-charge. Note: 1) Voids @ 20% for soilids and 50% for rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case of direct measurement is not possible. 2) The cost is inclusive of necessary permission from satatutory authorities for dumping the debris / excess earth outside department premises. |
| 218 | SCAFFOLDING WORKS 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 maintenance / repair works of external surfaces of buildings as &when required including providing necessary safety belts to workers,dismantling the scaffolding after repair 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. |
| 219 | a) Double Scaffolding |
| 220 | Providing and fixing adustable MS Tubulor props up to 4.00 M at required locations including breaking loose concrete / plaster, including cost of supporting planks, wooded members etc. as per drawing / sketch, complete all as directed by the Engineer-in-charge. |
| 221 | PVC FOAM DOORS Supplying & fixing 25 mm thick PVC integral free foam sheet in form of flush finish door shutter, manufactured by M/s. Jain Irrigation Systems Ltd. (Ex-cel sheet) , Rajashree Plastiwood or other equivalent approved make of white colour, solid section, extruded rigid, light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recessions for hinges and providing & fixing 3 nos 100 mm heavy duty S.S. hinges and 2 Nos. 100 mm heavy duty aluminium baby latches, 2 nos. of 100 mm Al. Bow handles with back plate of M/s Shalimar Hardware or equivalent and including providing a vision panel opening of size 300 mm X 200 mm including providing and fixing PVC moulded louvers on both faces in the opening of vision panel with ss screws, all edges to be smooth finish with mixture of PVC powder & solvent etc complete all as per specifications and as directed by the Engineer-in-Charge.. |
| 222 | Supplying & fixing 10/18mm thick PVC integral free foam sheet in form of flush finish door shutter, manufactured by M/s. Jain Irrigation Systems Ltd. (Ex-cel sheet), Rajashree Plastiwood or other equivalent approved make of white colour, solid section, extruded rigid, light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides all edges to be smooth finish with mixture of PVC powder & solvent etc including dismantling the existing plywood/A.C sheet shutters, removing and refixing of architraves with necessary screws, stacking serviceable material and disposing off debris out side Anushaktinagar colony etc. complete all as per specifications and as directed by the Engineer-in-Charge. Note: The entire shutter shall be jointless shutter. |
| 223 | 10 mm Thick |
| 224 | 18 mm Thick |
| 225 | Providing and fixing following thickness of clear float/ frosted / Bajara sheet glass/Toughened glass of M/S Triveni/ shree vallabh/ IAG/Modi guard/ Saint Gobin or other approved equivalent manufacture and fixing with Aluminium frame work (door/ window) including fixing aluminium channel beading and providing and fixing 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 Engineer in Charge |
| 226 | a) 8mm thick Toughened Glass |
| 227 | Supplying and fixing heavy duty superior quality fittings , fixtures and fasteners along with necessary CP screws, bolts, nuts, washers etc. as per approved samples. etc. complete all as directed by the E-I-C., |
| 228 | a) Providing and Fixing Door sliding channel of M/s. Hafale Make including all related fitting Note:- Top & Bottom measure jointly |
| 229 | b) Providing and fixing Cup-board lock of M/s. Victory make |
| 230 | c) Providing and fixing SS Inset Door Flush Handle of of M/s Hafale. |
| 231 | d) Providing and fixing box hinges of M/s Hafale |
| 232 | Providing and fixing 1.0 mm thick decorative laminated sheet of plain /wood grain in gloss / matt finish of approved make with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S, including cost of adhesive of approved quality,removing and refixing door shutter, cutting, including cutting the shutters at bottom portion as per site condition ,wastage including disposal of debris outside colony etc complete all as per specifications and as directed by the EIC. |
| 233 | MISCELLANEOUS WORKS Supplying & stacking in position at different locations sand bags filled with fine sand & stacked properly in layears as required, including transportation etc. complete all as directed by the Engineer-in-charge. |
| 234 | Carrying out miscellaneous welding work at all levels & location for MS windows, ladders, fencing, gate,etc including required peg stay,cleat, louver cleat, hinges, member, hook, bolt,nut other required materials, labour, welding machine, welding rod etc complete all as per specifications & as directed by the Engineer-in-charge. |
| 235 | Replacement of damaged spring of rolling shutters with newspring 8 SWG coil spring, 45 rounds including cost of materialand labour etc, complete all as directed by the Engineer-in-Charge.(TTM-I+WSMU=2+2) |
| 236 | Oiling, greasing & servicing of mild steel rolling shutters of assorted size both inside the guides & top hood gear boxetc. complete with a periodicity of 3 months interval for entire year of the contract period incluidng arrending to any defective operation of shutters, wherever required from time to time including cost of all materials, tools, grease, oil etc. required for servicing etc. compelte all as directed by the Engineer-in-Charge.(TTM-I+WSMU=10+3) |
| 237 | Repairing existing damaged PVC Sintex Tank (over head & loft tank ) at base, side, top & outlet portion by welding using special quality heavy duty PVC material including all plumbing work ( disconnection, connection & restoration), testing for water leak proofness etc.complete all as directed by the E-I-C. |
| 238 | Carrying out repairing work for existing damaged / rusted / leaking RCC Tank G.I. pipe connector / wall piece of ( dia. 32 mm / 40 mm / 50 mm / 65 mm ) of RCC over head water tank at all levels & location as per procedure given below including providing , supplying ,fixing all required labour, tools,plant,machinery,scaffolding ,cutting wastage,water testing,checking etc. complete all as per manufacturers specifications and as directed by the engineer-in-charge.1) Providing temporary water supply connection (from inlet and / or tank outlet or both) for domestic / flushing outlet line using haavy quality fiexible hose pipe ( of dia 32/40/50/65 mm ) with clamps & all required fittings,material.Draining out the all water stored in domestic / flushing water tank as required.2) Disconnecting the existing dammaged / rusted /leaking GI water pipe line of outlet of domestic / flushing tank. Carefully removing damaged wall pipece with wall plate etc. completely. Cleaning the existing RCC water tank wall hole and filling & plugging with micro concrete to achieve complete water tightness. Finishing and reparing using ready mix cement mortar from inside & outside of tank at nearby area of dammaged old outlet.3) Providing and making cores in wall of over hea RCC wall tank having dia suitable for providing & fixing haavy quality GI pipe wall piece of sleeve (of 32/40/50/65 mm ) using electic operated core cutting machine and including providing & fixing heavy quality SS-308 pipe wall Piece /sleeve of dia 32/40/50/65 mm & length 600 mm (approx) for outlet / scour pipe including making outer surface of pipe rough and filling surrounding of new piece with aradite,micro concrere,polymer mortar etc to achive complete water tightness.4) After setting of mortar in abandoned hole & surrounding of new core,filling the water in over head water tank for testing leak proof ness for seven day. After ensuring complete water tightness,making connection for water supply from newly fixed outlet pipe including providing & fixing all required material,labour,fittings,wastage,scaffolding ,fittings ,specials etc. disconnection of temporary water supply & making water supply from new outlet pipe etc. complete all as per manufacturers specifications and as directed by the engineer-in-charge. |
| 239 | Providing and making cores of 32 mm/40 mm/50 mm /65 mm dia. to the overhead water tank using electric operated core cutting machine and plugging of old damaged/ abandoned pipes holes with waterproofing cement mortar all complete as directed by Engineer-In-Charge. |
| 240 | Providing cement based waterproofing treatment to the inside surface of water tank by giving injections to concrete bottom slab and walls as required with cement and approved water proofing compound solution to fill up inherent holes, voids, honey-combs etc. complete and treating the floor and walls with waterproofing mortar as per specifications of specialized waterproofing agencies,finishing smooth with trowel in cement colour and testing of water tank by filling up with water for a period of atlest 7 days and as per specifications etc. The thickness of treatment on the floor will be 50 mm thick in C C 1:2:4 by using course aggreegate 10 mm and down and on the walls about 20 mm thick in CM 1:3 including removing existing damaged cracked loosened plaster at all floor levels including cleaning the surface of all loose mortar/ concrete stacking debris at directed place and including scaffoldingetc. complete all as directed by the E/I/C. |
| 241 | Supplying, fabricating and fixing in position at all floors Aluminium sliding/top hung/fixed/ adjustable louvered windows & ventilators with rivit joint of specified size, made of integrated bronze anodised matt finished (15micron thick) aluminium section (extruded) , including for making exhaust fan frame work, handles of specified size etc, of approved manufacutres for following types with extruded sections of Jindal / Hindal / Aluminax or other approved equivalent make of approved sections with size and wights as directed for frames and shutters (including wastages if any) confirming to relevant IS specifications with all approved Bronze anodised aluminium fittings and accessories, latching fixture, 2/3 rollers with ball bearing of superior quality all as shown in the drawing including providing and fixing aluminium channel beading/glazing clips fixed with necessary bronze anodised screws, grouting the gap with sealant and including dismantling of existing window frame and shutter, glass and depositing same to dept store etc all complete generally as per drawing, specifications etc, all as directed by EIC. |
| 242 | Providing and fixing 12 mm dia and 131 mm long Hilti make (HSL-3, M12/25) or its equivalent approved anchor fasteners for anchoring M.S angle to existing RCC beam including drilling holes using heavy duty drill machine etc. as per drawing/ sketch, complete all as directed by the Engineer-in-charge. |
| 243 | Attending and carrying out day-to-day maintenance complaints of residential and non-residential buildings under TTM-III maintenance unit, including minor repairs such as leak rectification, choke removal, replacement of small fittings, minor plaster repairs, patchwork, small PCC repairs, tile refixing, minor brickwork repairs, door and window repairs, hinge replacement, repair of locking arrangements, minor repairs to wooden fittings, cleaning of floor traps, cleaning of inspection chambers, repairs to rainwater pipes, and other works as assigned by engaging half-day manpower with necessary tools, tool-bag, transportation by electric two-wheeler, completed in all respects as directed by the Engineer-in-Charge. Note: Materials required for replacement or repairs, if any, shall be supplied by the Department |
| 244 | Supply & fixing superior quality fitting & fixtures which is required for replacement / maintenance of fittings, fixtures, members etc, of aluminium window including necessary heavy quality approved make screws, washer, silicon sealant, EPDM gasket, Neoprane gasket, rubber beading etc and depositing serviceable / unserviceable fittings, fixtures, members to departmental store including disposal of debris. The entire repairing work shall be carried out as per specifications, direction and instrcutions of Engineer-in-Charge. |
| 245 | a) Providing and fixing superior quality heavy duty approved make rollars with ball bearing. |
| 246 | b) Providing and fixing heavy duty 100 mm long sliding window zinc body lock with nylon hook and bracket. |
| 247 | c) Providing and fixing heavy duty powder coated Aluminium handle of approved size |
| 248 | f) Providing and fixing heavy quality anodised aluminium peg stay along with eye having size matching with existing window shutter with necessary screws etc |
| 249 | PART II : PH WORKS |
| 250 | G.I. / C.I. PIPES :Providing, laying, jointing, fixing, testing & painting heavy quality (Class 'C') M.S. galvanized pipes as per I.S. 1239-1968 including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other tittings required for the completion except screwed flanges conforming to I.S.1239-1968 & also as per the code of practice of water supply in bldgs. of I.S.2065-1972 inlcuding laying under floors, chasing, in walls,roof slabs and making good the same to the original conditions, including the cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. including removing the old damaged G.I. pipes & handing over to dept. stores, scaffolding, testing the pipes etc. complete all as per specificaton and as directed by the Engineer-in-Charge. NOTE : The measurement shall be taken along the centre line of pipes & fittings or specials but excluding flanges. |
| 251 | a) 15 mm n.b. |
| 252 | b) 20 mm n. b. |
| 253 | c) 25 mm n.b. |
| 254 | d) 32 mm n.b. |
| 255 | e) 40 mm n.b. |
| 256 | f) 50 mm n.b. |
| 257 | g) 65 mm n.b. |
| 258 | h) 80 mm n.b. |
| 259 | Providing & fixing C.I. Heavy quality pipes & specials all fittings of required size & shapes, cutting the pipes to required lengths & laying or fixing in position with M.S. clamps & nails 50 mm away from the wall faces jointing the pipes and specials by spun yarn and filling molten pig lead / with cement mortar joint 1:1 with hemp yarn etc. as per I.S. standard practice making holes in walls or floor and making good the same to the original condition, painting 3 coats of anti-corrosive black bitumestic paint, testing the pipe line by smoke test, / rectifying the leakages, if any, including removing the C.I. pipes with fittings and handing over to Deptt. Stores, necessary scaffolding etc.complete all as per specifications and as directed by the Engineer-in-Charge.(A) With cement joint 1:1 with hemp yarn: |
| 260 | a) for 75 mm dia. |
| 261 | b) for 100 mm dia. |
| 262 | Labour charges only for carefully removing / dismantling the existing G.I. Water supply pipe line in all sizes, along with its existing fittings at all floors and location including cleaning the pipes with thin rod, removing sand particles or miscellaneous other obstructions in pipes and fittings including labour charges for replacing the damaged / unserviceable G.I. Pipes & fittings wherever found necessary including refixing the same in its original position in proper line, level and plumb with necessary specials / fittings making threadings, jointing the pipes and fittings with hemp yarn, white zinc paste, clamping, testing the pipes & fittings for leakproofness and smooth working including returning the defective / unserviceable materials to stores of maintenance Units etc. complete all as per specifications and as directed by the Engineer-in-Charge.NOTE: Necessary materials required for replacement shall be supplied by the deptt. free of cost. |
| 263 | SANITARY FITTINGS :Providing & fixing European water closet of approved make with 'P' or 'S' trap wash down pattern European water closet best indian make in white glazed vitreous of size 460 mm x 330 mm and including cost of removing the existing one & disposing of debris etc complete all as per specifications and as directed by the Engineer-in-Charge, |
| 264 | Providing & fixing Orissa pattern W.C. of approved make comprising of Orissa pattern W.C. with 'P' or 'S' trap best Indian make in white glazed vitreous china ware of size 580 mm x 400 mm including the cost of removing the existing damaged / broken and making good the surrounding with cement mortar / concrete tiles maching to the existing finish & disposing of debries etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 265 | Providing & fixing Helth type (Anglo-Indian ) water closet with with 'P' or 'S' trap of size 510 mm x 450 mm etc.complete all as per specifications and as directed by the Engineer-in-Charge. Including cost of removing the existing one & disposing of debris out side Colony etc. complete all as per specifications and as directed by the Engineer-in-Charge. |
| 266 | Providing Flushing arrangement to Urinal etc., including providing and fixing manually operated flush valves consisting following items of work:-i) Providing and fixing flush valve in position using CP brass screws, rawl plugs, brackets etc.as per the manufacturer's recommendation, making inlet and outlet connections all complete.ii) Providing 40/32/25/20/15 mm nominal dia. CPVC Pipe from Flush Valve with Urinal including the cost of fittings, fixtures, reducers, CP brass fittings on exposed/concealed portion and jointing materials etc. all complete.iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete.iv) Testing the entire system to the full satisfaction of the E.I.C. |
| 267 | Auto closing Urinal flush valve of Jaquar brand 'Pressmatic' as per Cat No.PRS-077 or approvedequivalent make including making inlet and outletconnections all complete |
| 268 | Providing & fixing wash basin of approved make with plain rims in white glazed vitreous chinaware supported on suitable wall brackets and of size mentioned below, including cost of removing the existing wash basin and necessary C.I. brackets shall be provided by the contractor including fixing the existing fittings such as pillar cock, inlet connection, stop cock, waste coupling, bottle trap etc. & disposing of debris, complete all as per specifications and as directed by the Engineer-in-Charge. |
| 269 | i) 550 mm x 400 mm. |
| 270 | ii) 450 mm x 300 mm. |
| 271 | Providing & fixing approved C.P. brass towel rods of size 600 mm x 20 mm with a pair of C.P. brass brackets, wall flanges C.P. brass brackets, wall flanges etc. fixed to wall with C.P. brass screws, screwed on to rawl plugs etc complete including the cost of removing the existing one & returning to Stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 272 | Providing & fixing heavy quality 15 mm dia inlet connection with unions at the ends plastic pipes with brass unions including the cost of removing the existing one etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 273 | a) size 600 mm long |
| 274 | b) size 450 mm long |
| 275 | Providing & fixing approved heavy quality solid plastic seat and lid of white shade with C.P. brass pillar hinges conforming to IS 2548 and including cost of removing the existing one depositing to deptt. stores etc complete all as per specifications and as directed by the Engineer-in-Charge, |
| 276 | a) Hollow type of European water closet |
| 277 | (b) For Anglo indian WC |
| 278 | Providing and fixing approved quality 10 Ltrs. capacity SLIMLINE or CERA or approved equivalent flushing cistern High / low level conforming to relevant IS, including all internal fittings, pull chain/Knob , heavy duty PVC pipe/bend connecting with existing concealed/open pipe leading to water closet and reinstating /making joint leak tight etc mounted on brackets , including cost of removing the existing one depositing to deptt. stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 279 | a) P.V.C. cistern conforming to relevant IS. |
| 280 | Providing and fixing heavy quality 15 mm n.b. C.P. brass pillar tap with jam nuts of easy clean variety including removing the existing and depositing to deptt stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 281 | Providing and fixing heavy quality 15 mm n.b. C.P. brass screw down stop cock of easy clean variety including removing the existing and depositing to deptt stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 282 | Providing & fixing 32 mm / 40 mm dia heavy quality C.P. brass waste coupling with plug & chain, including removing the existing & depositing to deptt stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 283 | Providing & fixing C.P. brass bottle trap with C.P. brass extension piece & wall flange etc complete 32 mm n.b. including removing the existing one & depositing to deptt stores etc complete all as per specifications and as directed by the Engineer in charge. |
| 284 | Providing and fixing PVC flush pipe Everlas or equivalent of 32 mm dia up to a length of 2.25 M (approximate) and connecting to the flush tank with proper brass check nut and connecting to the W.C. pan and making leak proof joints of flush and W.C. ends and including removing the existing one etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 285 | Providing and fixing heavy quality 15 mm n.b. C.P. brass bib tap of easy clean variety conforming to IS:781, on existing G.I. pipe line including removing the existing and depositing to deptt stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 286 | Providing & fixing in position best quality bevelled edge plate Glass Mirror of size 500x350 mm / 600x450mm / 450x300 mm & 6mm thick with marine ply wood back 6 mm thick conforming to IS-710, CP brass cup screws and caps, washers etc. including providing & fixing rawl plug in wall, wooden packing behind the mirror if necessary, reinstating the damages to its original condition etc. and painting the ply with 2 coats of Synthetic enamel paint over a coat of wood primer etc. complete all as directed by the Engineer-in-Charge. |
| 287 | Providing & fixing in position 550mm x 100mm wide & 6 mm thick Glass shelf with brass brackets of approved quality and fixing the Glass shelf on the wall to proper line & level using wall brackets with 40 mm long CP brass screws including making the wall to it's original condition and moulding of edges of glass etc. all as per specification & as directed by Engineer in Charge. |
| 288 | Providing & fixing uPVC Multi Floor Trap / Nahani Trap 110mm x 75mm x 50mm size of Supreme make or equivalant Cat No. SWRMFT 1 to 3 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 1:2:3 to correct level and gradient, providing and fixing 110mm x 110 mm size top tile with central strainer / flush strainer, closing the side inletes with plugs if required etc. all complete as per specification and as directed by Engineer-in-Charge. |
| 289 | Providing and fixing in position heavy pattern screw down gun metal Gate Valve conforming to IS:778 with hand wheels at top including testing for 10 Kg./Sq.cement mortar. pressure with clean and potable water with a minimum testing duration of two hours etc including removing gun metal Gate valve & returning to deptt stores etc complete all as per specifications and as directed by the Engineer in Charge. |
| 290 | a) 15 mm n.b. |
| 291 | b) 20 mm n.b. |
| 292 | c) 25 mm n.b. |
| 293 | d) 32 mm n.b. |
| 294 | e) 40 mm n.b. |
| 295 | f) 50 mm n.b. |
| 296 | g) 65 mm n.b. |
| 297 | h) 80 mm dia |
| 298 | i) screws (code no : ZKB- 126) |
| 299 | Supplying and fixing square gully trap 110mm of Nu-Drain System of M/s. Supreme or equivalent approved make including cost of labour material transportation and making the connection with existing outlet of building and providing and fixing of CI frame & cover of 7.5 kg minimum at top including 150mm thick PCC 1:3:6 & 230 mm thick brick work & 20mm thick plaster alround for fixing etc complete all as per manufacturer's specification and as directed by Engineer-in-Charge . |
| 300 | Providing and fixing decorative round shaped C.P. brass shower rose of easy clean design of size 15mm suitable for fixing on G.I. lines with built-in ball joint for directional changes and including removing the existing one & depositing to deptt stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 301 | Providing and fixing heavy quality PVC flexible pipe to existing sinks / wash basins C.I. Pipes etc with necessary threaded coupling etc complete , fixing and jointing the same using hemp yarn, white leads, clamps, white cement etc complete all as per specifications and as directed by the Engineer in charge. |
| 302 | a) 32 mm dia . |
| 303 | a) 40 mm dia. |
| 304 | Construction of Inspection Chamber of internal clear dimension 900 x 600 mm in 230 mm thick brick masonry in ready mix cement mortar 1:4 over a bed of 150 mm thick 1:4:8 C.C. foundaton, plstering within ready mix cement mortar 1:4, 20 mm thick on inside, outside, and all exposed surrfaces finished with the floating coat of neat cement 1:2:4 C.C. for benching and channel, finished with neat cement, brick corbelling at top to provide clear opening of 900 mm x 450 mm etc complete including dimantling existing chambers & disposing of debris out side colony ( depth of chamber not exceeding 900 mm) all as per specifications and as directed by the Engineer-in-Charge. |
| 305 | Providing and fixing in position precast RCC covers for pits / chambers etc. of 1:1:2 mix. using graded stone aggregate 20 mm maximum size, with MS frame work including form work, compaction, finishing with a coat of neat cement punning for all surfaces, curing and including reinforcement etc complete all as per specifications and as directed by the Engineer-in-Charge. (Necessary Rainforcement & MS work will be paid under relevent item) |
| 306 | Supplying and fixing following size PVC-SWR pipes and Fittings for soil, waste,vent and rainwater pipe lines consisting following items of work:- i) Supplying PVC - SWR pipes and fittings conforming to IS 13592 of approved make and standard PVC clamps ( approx. 3.2 mm thick ) and nails or MS galvanised clamps having minimum 3 mm thick for fixing the pipe. ii) Fixing the pipeline vertically to plumb, keeping the pipe barrel 50 mm away from the wall face, using PVC or MS galvanised clamps. away from the wall face, using PVC or MS galvanised clamps. iii) Providing and fixing PVC Domed roof outlet (grating ) for RWP & PVC cowl for waste / soil pipe. iv) Jointing the PVC pipes and specials by PVC solvent cement, rubber lubricant with rubber rings or any other approved equivalent method. v) Laying the pipeline below the ground to proper slope and gradient for making connection of soil and vent pipeline ( Vertical stacks ) with inspection chamber or manhole and waste water pipeline with gully trap chamber including the cost of cement mortar, water proofing compound etc., testing the vertical pipeline by smoke test and horizontal pipeline by 600 mm head of water and rectifying the leakages, if any all complete incuding encasing the pipe line using CC 1:3:6 etc. all complete. vi) Cutting or making hole in RCC or brick work and reinstating the surface to it's original condition after passing the pipe with cement mortar / cement concrete etc. by adding approved water proofing compound. PVC - SWR Pipe & Fittings ( TYPE-B ) |
| 307 | a) 32/40 mm dia. |
| 308 | b) 75 mm dia. |
| 309 | c) 110 mm dia |
| 310 | d) 160 mm dia |
| 311 | Replacement of follwing materials required during maintenance (Installation cost shall be included in Item No. 81.1 to 81.4 of Part A Civil ) as per approved makes etc.complete all as directed by the Engineer-in-charge.NOTE: Rate quoted shall be for each item including removal of existing damaged material and depositing to Deptt. Stores / disposing off the debris.Note: A sample of each material listed above should be got approved by Engineer-in-Charge before supply. |
| 312 | (A) 'JAGUAR' - Continental Series - for Sink Tap ( Cat no 347 )/ Long body Tap ( Cat no: 107 ) /Angle Cock ( cat No: 055)/ Pillar tap ( cat No: 011) / Wall Mixer ( cat No 275) |
| 313 | i) spindle ( code No : ZCA - 001) |
| 314 | ii) knob ( code no ZKB - 001) |
| 315 | iii) C.P Brass external threaded aerator with PVC aerator jalli with rubber washer having minimum weight 12gms suitable for fitted in the JAQUAR kitchen sink tap, (cat no : 347KN). |
| 316 | External threaded C.P Brass Aerator with PVC aerator jalli with rubber washer having dia 28 mm with minimum weight 22gms suitable for fitted in the JAQUAR wall mixer, (cat no : 273KNUPR & 5273 UPR) |
| 317 | ( B) 'JAGUAR' - Florentine Series - for Long Body bib tap( 5047 )/ Angle Cock ( Cat no: 5053)/ Pillar Tap ( cat no: 5011)/ wall Mixer( cat no 5273)/ bib tap 2 in 1 ( cat no : 5041) / bib tap 2 in 1 (cat no : 5041 )- jet spray |
| 318 | i) spindle ( code No : ZCQ - 048) |
| 319 | ii) knob ( code no ZKB- 005 ) |
| 320 | iii) Aerator suitable for fitted in the Jaquare half turn pillar tap with cat no: ZMS-328 |
| 321 | PTMT BALL COCK OF 15 MM DIA WITH ROD (ROD LENGTH : 225 MM EPOXY COATED ALUMINIUM ROD) HEAVY DUTY TYPE OF BEST QUALITY. |
| 322 | S.S EWC seat cover bracket for EWC seat cover. Heavy duty type of best quality. |
| 323 | FLUSH TANK RUBBER WASHER (THREAD TYPE).BLACK COLOUR |
| 324 | G.I TEE (15 MM DIA) |
| 325 | G.I Nippal (15 MM DIA) |
| 326 | G.I Plug (15 MM DIA) |
| 327 | C.P Metal wrapped Health faucet pipe/Jet spray pipe of 15 mm dia 1.00 mtr = 100 C.M long, with one end 15 mm dia check nut & other end 15 mm dia 32 mm long socket with washers, with inside SS-304 brided EPDM tube ,with minimum weight 200 gms. Heavy duty type of best quality. (Remark : Health faucet pipe/Jet spray pipe without inside SS-304 brided EPDM tube is not acceptable) |
| 328 | Supplying of C.P Brass Health faucet (Jet spray), with end rubber washer. Heavy duty type of best quality. (Note : Weight of the health faucet should not less than 200 gms). |
| 329 | C.P Brass Bracket for hanging health faucet/jet spray with minimum weight 50 gms. Heavy duty type of best quality |
| 330 | ABS Body chrome plated with gray face overhead shower having 70 mm dia round shape single flow with rubit cleaning system of Jaquar make with cat no : EOS-ESS-491 |
| 331 | NYLON WASHER FOE FLUSH TANK PLAIN TYPE . (1/2\\" DIA) |
| 332 | NYLON WASHER FOE FLUSH TANK PLAIN TYPE . (3/4\\" DIA) |
| 333 | PVC Flexible pipe with PVC coupling for kitchen sink and wash basin out let with socket having dia 32/40mm and length of the pipe is 900mm long. Heavy duty type of best quality. |
| 334 | PVC connection pipe heavy duty type of best quality With S.S check nuts of 15 mm dia on both side with pvc rubber washer. Having length 450 mm long , metal wire wrapped out side for supplying hot water/cold water of instant mini water heater . |
| 335 | PVC connection pipe heavy duty type of best quality With S.S check nuts of 15 mm dia on both side with pvc rubber washer. Having length 600 mm long , metal wire wrapped out side for supplying hot water/cold water of instant mini water heater . |
| 336 | Brass bush (Piston) with eye washer suitable for fitted in Jaquar continental wall mixer, Cat no : 5273NUPR |
| 337 | Brass central spindle with ring type rubber washer suitable for fitted in Jaquar continental wall mixer, Cat no : 5273NUPR |
| 338 | Brass bush (Piston) with eye washer suitable for fitted in Jaquar continental wall mixer, Cat no : 273KNUPR |
| 339 | Brass central spindle with ring type rubber washer suitable for fitted in Jaquar continental wall mixer, Cat no : 273KNUPR |
| 340 | Supply Prayag make PTMT bib tap (size : 15 mm dia ) |
| 341 | Heavy quality PVC push tap (15/20 mm) dia. with adaptor having male/ female thread connection of M/s. Prayag of other equivalent approved make. |
| 342 | Supply of 40 mm OD X 10 k.g/CM2 class - 3 Type U PVC pipe. 3 mtr long with ISI mark. Heavy duty type of best quality |
| 343 | Big chock Remover having rubber cup of 150 mm dia With wooden handle of best quality |
| 344 | Small chock Remover having rubber cup of 90 mm dia With wooden handle of best quality |
| 345 | Supply approved heavy quality Anglo indian WC solid plastic seat and lid of white shade with C.P. brass pillar hinges conforming to IS 2548 |
| 346 | Supply approved heavy quality EWC solid plastic seat and lid of white shade with C.P. brass pillar hinges conforming to IS 2548 |
| 347 | Kitchen sink waste coupling of 100 mm nominal size with 32/ 40 PVC reducer cum adaptor, PVC cup having minimum wall thickness 1.5 mm, stainless steel dome cup having minimum wall thickness of 0.8 mm, stainless steel strainer cum jali having miniumum wall thickness of 0.8 mm, SS screw, the minimum weight of SS dome cup with stainer cum jali & base nut shall not be less than 125 grams, suitable for S.S kitchen sink of FRANKE/ NIRALI / BPI make. |
| 348 | Replacement of follwing materials required during maintenance (Installation cost shall be included in Item No. 81.1 to 81.4 of Part A Civil ) as per approved makes etc.complete all as directed by the Engineer-in-charge.Note: A sample of each material listed above should be got approved by Engineer-in-Charge before supply. |
| 349 | Supply C-PVC Brass Elbow of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 350 | Supply C-PVC Coupling of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 351 | Supply C-PVC Elbow of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 352 | Supply C-PVC Tee of specified class of M/s. SUREME / PRINCE 15 mm n.b |
| 353 | Supply C-PVC Coupling of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 354 | Supply C-PVC Elbow of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 355 | Supply C-PVC Tee of specified class of M/s. SUREME / PRINCE 20 mm n.b |
| 356 | Supply C-PVC Coupling of specified class of M/s. SUREME / PRINCE 25 mm n.b |
| 357 | Supply C-PVC Elbow of specified class of M/s. SUREME / PRINCE 25 mm n.b |
| 358 | Supply C-PVC Tee of specified class of M/s. SUREME / PRINCE 25 mm n.b |
| 359 | Supply C-PVC REDUCER (3/4 *1/2 inch) (20*15 MM) of specified class of M/s. SUREME / PRINCE |
| 360 | Supply C-PVC REDUCER (3/4 *1 inch) (20*25 MM) of specified class of M/s. SUREME / PRINCE |
| 361 | Supply C-PVC REDUCER (1 *1 1/4 inch) (25*32 MM) of specified class of M/s. SUREME / PRINCE |
| 362 | Providing & fixing on Exposed or concealed surfaces the following dia Chlorinated Polyvinyl Chloride (C-PVC) pipe of specified class of M/s. SUREME / PRINCE or other approved equivalent consisting following items of work:-i) Supplying & fixing C-PVC pipes, including necessary all fittings conforming to IS 15778ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/screws, rawl plugs, wooden gutties and branded clamps of Supreme/Prince make to the pipeline as per the site requirement.iii) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant codeiv) Making leak proof threaded / solvent joints. including cutting the pipe, Joint preparartion, cleaning, marking, application of solvent, assembling, curing etc. and the cost of jointing cement solvent materials.v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. proof joints.vi) Providing and fixing C-PVC jointable / threaded fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etcvii) including removing existing GI pipe line with fittings and specials etc.Note:- All brass threaded elbows and fittings shall be with additional support type of M/s. Prine, Supreme or other equivalent approved by EIC including necessary fixing arrangement such as screws, plug etc complete. SDR 11 Pipes and Fittings ( Mode measurement :- The measurement shall per Unit RM length of pipe line laid or fixed. The measurement shall be taken along centre line of pipe. No measurement shall be recorded saperately for fittings etc. ) |
| 363 | a) 15 mm n.b |
| 364 | b) 20 mm n.b |
| 365 | c) 25 mm n.b |
| 366 | d) 32 mm n.b |
| 367 | e) 40 mm n.b |
| 368 | Providing & fixing of C.P. Brass Health Faucet (Jet spray ) with end rubber washer of M/s Mahindra Sanitation make or equivalent. (wt. not less than 200 gms) complete all as per specifications & as directed by the Engineer-in-Charge. |
| 369 | Providing & fixing C.P. metal wrapped- PVC flexible 15 mm dia pipe-1.00m long with one end check nut & other end 32mm long socket with washers for connecting the hand spary of make BPI or equivalent (wt. not less then 250 gms) complete all as per specifications & as directed by the Engineer-in-Charge |
| 370 | Providing & fixing in position at all levels HDP Tanks of Sintex or equilevent make of following capacity rotationary moulded Polyethylene (with 2.5% carbon black compound) water storage tank conforming to IS 10146 including providing & fixing lockable cover with suitable locking arrangements as approved by the Municipal Corporation / local statutory Body, placing and supporting the whole bottom area of the tank on existing base / platform , making inlet ,overflow and scour connection up to 50mm size drilling hole in the tank , including providing and fixing PVC specials , hexagonal check nuts , washer ,nipples, union and the cost of joining materials , ball cock etc. all as per specification including disconnecting the existing outlet pipes / connection s and removing old Sintex tanks with ball cocks etc. and complete all as directed by the Engineer-In Charge. |
| 371 | a) 1000 Ltr. Capacity cylindrical vertical type of Sintex or equivalent approved make . |
| 372 | b) 2000 Ltr. Capacity cylindrical vertical type of Sintex or equivalent approved make . |
| 373 | c) 5000 Ltr. Capacity cylindrical vertical type of Sintex or equivalent approved make . |
| 374 | Providing & fixing in position approved quality CP brass Bib tap / Sink tap etc. of 15 mm nominal dia. with IS mark / approved make of following type including providing & fixing GI specials ,wall flanges and fixing to concealed / exposed G.I.pipe line with leak proof threaded joints using spun yarn, white zinc etc., testing the joints, rectifying the leaky joints, if any, including cleaning etc. complete all as per specifications and as directed by Engineer- in- Charge. |
| 375 | a) C.P brass Bib tap with wall flange, .similar to 'Continental series ' of ' JAQUAR' Cat. No. 047 |
| 376 | b) C.P brass long body Bib tap 2 in 1 similar to . FLORENTINE Series' of ' JAQUAR' cat. No. 5041 including providing and 'fixing Health faucet with 1.0 mt long flexible tube and wall hook( JAQUAR make Cat. No. 573). |
| 377 | Providing and fixing Kitchen sink waste coupling of approved make with choke-stop strainer has broader outlets with 1½ - inch diameter - with ISI mark including removing the existing & depositing to deptt stores etc complete all as per specifications and as directed by the Engineer-in-Charge. |
| 378 | Dismantling and Removing the old cover and frames provided at over head Water tanks and Providing GRP/FRP composite Mosquito proof hinged cover with frame of Dia 530 mm (Having loading capacity not less than 300 Kg) of 'EVERLAST' or approved equivalant 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, depositing the old frame & cover to Dept store all complete as per specification and as directed by EIC. |
| 379 | Providing and fixing 15/25/32/40/50mm dia CP brass coupling with approved quality CP brass Mosquito proof jali including providing Galavanised MS bend and any other GI speacials if required for fixing the coupling, jointing materails etc complete as specified and directed by EIC. |
| 380 | Providing & fixing cloranite CPVC ball valve with S.S balls & Specials, of class SDR11 of M/s. Supreme , M/s. Prince or other apperoved eqivalent including all necessary fittings & fixtures to fixing crrect line , level, plumb for water supply line , making leake proof solvent joints, including cost of all jointing solvent materials and testing to a hydraulice pressure for leakgproof joint etc. all complete all as per the specifications and as directed by the E-I-C. |
| 381 | 15 mm dia |
| 382 | 20 mm dia |
| 383 | 25 mm dia |
| 384 | 32 mm dia |
| 385 | 40 mm dia |
| 386 | 15 mm dia CP brass bib tap Top portion consists of handle, spindle, washer plate and washer nut (jumble valve), PVC/ silicon washer etc of M/s. TECHNO or other approved make conforming to IS 781-1984 and its latest amendments and ISI marked. (Minimum weight 190 gms). |
| 387 | Labour charges for attending emergency complaint of exposed PH fitting leakage including all material like-tee/elbow/coupling of GI/CPVC/PPR, solvent, tools etc. complete all as per specifiction and as directed by EIC |
| 388 | Labour charges for attending emergency complaint of concealed PH fitting leakage including breaking of tiles/plastering/concrete and providing all the required material like tee/elbow/coupling of GI/CPVC/PPR , solvent, tools etc. complete all as per specifiction and as directed by EIC |
| 389 | Providing, instaling, fixing, connecting, testing 74 micron Super Flow - Screen filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos,fitted with pressure gauge, water drain andemptying plug etc all as per specifications,drawings and as directed by EIC. |
| 390 | For 80 mm dia cPVC pipe DJPSF12, Max. workingpressure = 10 kg/cm², Flow rate = 25 m³/hr,Inlet/Outlet Connection = 50 mm |
| 391 | For 65mm dia cPVCpipe DJPSFP25SW, Max.working pressure = 10 kg/cm², Flow rate = 40m³/hr, Inlet/Outlet Connection = 2.5\\" |
| 392 | Providing and fixing of Cast Iron cover on O/H water tank with locking arrangement of approximate 600 mm dia including cementing, painting etc all complete. specifications and as directed by the Engineer-in-Charge. |
| 393 | Providing and fixing the S S kitchen sink of Nirali make of following size with or without drain board , approved make , moulded out of 19 SWG ( 1mm ) stainless steel sheet of grade AISI 304 ( 18 / 8 ) with waste coupling confirming to IS 13983, placing and fixng the same in position to correct line and level with basket type choke - stop stainer ( waste coupling ) , check nuts etc. including the cost of jointing materials , finishing the edge with white / maching colour cement as per manufacturers recommdation all complete as per specifications and as directed by the E-I-C. |
| 394 | Stainless steel sink ' Nirali' grce plain large without drain board and with anti scratch surface of over all size 610 x 460 mm ( Bowl size 560 x 410 x 200 mm) |
| 395 | Removing & refixing existing SS sink along with other accessories , including labour charges, cleaning , testing etc. complete all as per specifications and as directed by the E-I-C |
| 396 | PART III : REBATE ITEMS |
| 397 | Rebate for taking away dismanteled item by the contractor…… |
| 398 | a) Teak wood |
| 399 | b) Scrap wood |
| 400 | c) Panelled / Flush door shutter up to 38 mm thick |
| 401 | d) G.I. Pipes |
| 402 | i) 15 mm n.b |
| 403 | ii) 20 mm n.b |
| 404 | iii) 25 mm n.b |
| 405 | iv) 32 mm n.b |
| 406 | v) 40 mm n.b |
| 407 | vi) 50 mm n.b |
| 408 | vii) 65 mm n.b |
| 409 | viii) 80 mm n.b |
| 410 | e) CP brass PH items like bib tap, pillar cock, stop cock,…. |
| 411 | i) bib tap |
| 412 | ii) stop cock |
| 413 | iii) pillar tap |
| 414 | iv) bottle trap |
| 415 | v) waste couplings |
| 416 | vi) towel rod |
| 417 | f) replacement of CI & PVC pipes |
| 418 | i) 75 mm dia. |
| 419 | ii) 100 mm dia. |
| 420 | g) GM gate valves up to 50 mm dia. |
| 421 | i) 15 mm n.b |
| 422 | ii) 20 mm n.b |
| 423 | iii) 25 mm n.b |
| 424 | iv) 32 mm n.b |
| 425 | v) 40 mm n.b |
| 426 | vi) 50 mm n.b |
| 427 | vii) 65 mm n.b |
| 428 | viii) 80 mm n.b |
| 429 | h) PVC flushing cistern Please Enable Macros to View BoQ information |
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