Tender For Construction Of New Commercial Centre (G+2 Storey) And Special School (Ground Floor), Near Brindavan Building Including Civil, Phe Works, Electrical Works At Anushaktinagar, Mumbai - 400 094.
Tender Value
33.12 Crore
Estimated cost
Bid Submission
22 Jul 2026
7 days left
EMD
43.12 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anushakti Nagar, Mumbai → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Commercial Centre (G+2 Storey) And Special School (Ground Floor), Near Brindavan Building Including Civil, Phe Works, Electrical Works At Anushaktinagar, Mumbai - 400 094.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jun-2026 | Prebid Clarifications | Other | 22-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work : Construction of New Commercial Centre (G+2 Storey) and Special School (Ground Floor), Near Brindavan building including Civil, PHE works, Electrical works at Anushaktinagar, Mumbai - 400 094. NIT No. : DCSEM/CQD/QSA/NCC&SS/26-27/NIT/02, dt. 16.06.2026 IMPORTANT GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is situated near Brindwan building 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 -BThe contractor shall arrange electricity, lighting etc. required for the construction work at his own cost. Necessary permission from Statutory Authority, if required, shall be obtained by the Contractor. |
| 9 | Arrangement of Water : as per Schedule -BThe contractor shall arrange water required for the work at his own cost. Necessary permission from Statutory Authority, if required, shall be obtained by the Contractor. |
| 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 | Regarding Classification of Earthwork, Rock with average Uniaxial Compressive Strength (UCS) > 10 N/mm2 Or Rock Quality Designation (RQD) > 25% Or Core Recovery Ratio (CRR) > 0.5, shall be considered as Hard Rock. Minimum One sample for every 50 cum or part thereof for hard rock quantity shall be tested (One sample consist of minimum 3 specimens). Further, the contractor shall carry out above test at his own cost and as directed by Engineer-in-Charge. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. |
| 19 | 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. |
| 20 | 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. |
| 21 | 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. |
| 22 | Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. |
| 23 | 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. |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | No labour shall be permitted to stay inside campus/premises/site. |
| 32 | 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. |
| 33 | RMC plant at site within campus: The installation of Batching Plant at site, campus, Anushaktinagar shall not be permitted. |
| 34 | 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.(xi) Contractor shall install CCTV cameras along the periphery of their construction work site to ensure that vehicles are plying after cleaning tyres and are not overloaded. Vehicle tyre washing facility shall be provided at all exit points of construction sites.(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. |
| 35 | 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. |
| 36 | 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. |
| 37 | 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. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 42 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. PHE GENERAL NOTES Sr. No. Details / Description of Notes |
| 43 | Tenderers are advised to visit the site of work, acquaint themselves about the levels of sub soil water, drainage facility for dewatering, accessibility to site etc. and quote the rates accordingly. |
| 44 | All PH materials, water supply, sewer, sanitary wares & CP brass fittings & fixtures, etc., shall be of first quality with ISI mark ( unless otherwise specified ) and shall be of the make as per the latest approved list of manufacturers of DCSEM as well as shall be of make as per the latest approved list of materials of local Statutory body if required. They shall be got approved by the Engineer- in- charge before incorporating in the work. |
| 45 | All sanitaryware shall be provided from same brand. |
| 46 | All CP fittings / Fixtures shall be provided from same brand. |
| 47 | All the items of work which are to be carried out below the ground level involving earthwork excavation, the contractor shall bear the cost of Shoring / dewatering during the progress and till the completion of work. |
| 48 | The rate for the items such as sanitary wares, CP brass fittings, GI / CI / PE / PPR / CPVC / uPVC / SWR pipes which are to be fixed on the walls / dado, floors etc. includes the cost of fixing materials and matching colour cement required for reinstating the surface to the entire satisfaction of the EIC. |
| 49 | All the items include testing after completion of the Work. |
| 50 | In case of any item, in spite of its non - availability in the tender is required to be operated under a particular part of schedule of quantities, the same shall be paid under the similar / relevant item of any other part. |
| 51 | Concealed / underground GI pipe line is to be wrapped with Pypekote corrosion protection tape. |
| 52 | The excavated / transported materials shall be stacked at convenient places before spreading, filling & compacting at required locations. |
| 53 | Specification for Bricks shall be read as class designation 35. |
| 54 | Support pedestals at terrace will be paid under relevant civil item. |
| 55 | All thermoplastic piping at terrace after completion, testing and commisssioning of work shall be painted with water based distemper to avoid direct exposure to sunlight. No extra charges will be paid for the same. |
| 56 | ABSTRACT OF COST |
| 57 | CIVIL WORKS |
| 58 | PUBLIC HEALTH ENGINEERING WORKS |
| 59 | ELECTRICAL WORKS |
| 60 | REBATE FOR TAKING AWAY (DEDUCT) |
| 61 | ABSTRACT FOR PART - I : CIVIL WORKS |
| 62 | PART IA : SUB STRUCTURE |
| 63 | PART IB : SUPER-STRUCTURE (STRUCTURAL) |
| 64 | PART IC : FORM WORK |
| 65 | PART ID : STEEL REINFORCEMENT WORK |
| 66 | PART IE : MASONRY WORK |
| 67 | PART IF : FLOORING WORK |
| 68 | PART IG : DOORS AND WINDOWS |
| 69 | PART IH : FITTINGS AND FIXTURES |
| 70 | PART II : WATERPROOFING TREATMENT |
| 71 | PART IJ : PLASTERING WORK |
| 72 | PART IK : PAINTING WORK |
| 73 | PART IL : MISCELLANEOUS WORK |
| 74 | PART IM : DEVELOPEMNT WORKS |
| 75 | PART - I : CIVIL WORKS |
| 76 | PART - I - A : SUB STRUCTURE |
| 77 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 15 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc complete all as per specifications and as directed by EIC. |
| 78 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation with power road roller wherever required to obtain 90% proctor density etc. and stacking/ disposing the surplus excavated materials within a lead of 150 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer-In-Charge. |
| 79 | In all soil other than soft and hard rock |
| 80 | In soft rock |
| 81 | In hard rock by chiselling or by using machine such as poclain with jack hammer etc. |
| 82 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 83 | Depth not exceeding 1.5 m from ground level |
| 84 | Depth exceeding 1.5 m & up to 3.0m from ground level |
| 85 | Depth exceeding 3.0 m & up to 4.5m from ground level |
| 86 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 87 | Depth not exceeding 1.5 m from ground level |
| 88 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 89 | Depth exceeding 3.0 m & up to 4.5m from ground level |
| 90 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 91 | Depth not exceeding 1.5 m from ground level |
| 92 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 93 | Depth exceeding 3.0 m & up to 4.5m from ground level |
| 94 | Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.)Notes:a) Reinforcement provided if any shall be measured & paid under relevant item.b) MS frame works around pedestals etc. if provided shall be measured under relevant item.c) The dimensions of pedestals/ foundations are likely to be varied and rate quoted shall be final without any additional cost to the Department. |
| 95 | Concrete of M10 grade in bed concrete to pile caps, foundations, pedestal, encasing, storm water drains etc. |
| 96 | Concrete of M15 grade in sub base flooring, foundation in pedestals, cable pits, cable trenches, plinth protection, encasing, storm water drains haunching, etc. |
| 97 | Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC.Notes for Reinforced Cement Concrete works: i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge.ii) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge.iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications.iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned.v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned. |
| 98 | vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere.b) The minimum cement content for water retaining structures tank shall not be less than 350 kg/cum and not more than 400 kg/cum.c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure.d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the descretion of the Engineer in Charge. |
| 99 | vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department.a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept.c) Making cutout wherever required including cutting the form works etc.d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor. |
| 100 | Below Plinth Level (In Sub Structure)Reinforced cement concrete of Grade M-30 |
| 101 | Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC.Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure and super structure as applicale. |
| 102 | Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). |
| 103 | Notes for form work: a) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings |
| 104 | For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and locationFor Below Plinth Level (In Sub Structure) |
| 105 | Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.) |
| 106 | For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only. |
| 107 | Brick masonry work using well burnt bricks from approved lot of minimum class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 N/mm2) using ready mix Cement Sand Mortar (1.4) to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. Notes:1) The contractor shall get approved the samples of bricks from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work.2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost.3) One masonry wall thickness shall be considered as 230 mm and half brick wall as 115mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department.4) The rate shall include cost of making brick masonry to all geometrical shapes and sizes without any extra cost to the Department. |
| 108 | In sub structure (foundation, plinth, cable pits, trenches, steps etc.) |
| 109 | Providing water proof plastering work of thickness as mentioned below, in using ready mix cement sand mortar having cement : sand (1:4) at all floors, levels & locations, in single coat finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. |
| 110 | NOTES for Plastering Work:-a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge.b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces.c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work.d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.e) Only Ready mix Mortar of approved make shall be used. For richer proportion additional cement to be added in required proportion. |
| 111 | Using ready mix cement mortar having Cement : Sand (1:4) : 15 mm thick |
| 112 | Filling in plinth with selected earth excavated from nearby borrow areas within the site with all leads by mechanical transport including all leads, lifts, loading, unloading, stacking, levelling, spreading, in layers not exceeding 200 mm thick, breaking clods, watering, compaction, consolidation to obtain 90% proctor density etc. complete as per specifications, drawings & as directed by the Engineer in charge. Note : 1) The rate includes making stacks at site for measurements in case direct measurements are not possible.2) The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil from corresponding STACK / TRUCK Measurement |
| 113 | Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority (BMC) approved dumping pits/ dumping area outside Anushaktinagar colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority (BMC). Royalty for transportation, disposal, spreading etc. including obtaining permission from statutory authority, if any charges shall be borne by the contractor.Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. |
| 114 | Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority (BMC) approved dumping pits/ dumping area outside Anushaktinagar colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority (BMC). Royalty for transportation, disposal, spreading etc. including obtaining permission from statutory authority, if any charges shall be borne by the contractor.Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. |
| 115 | ABSTRACT FOR PART - II : PUBLIC HEALTH ENGINEERING WORKS |
| 116 | PART IIA : SANITARYWARES & CP APPURTENANCES |
| 117 | PART IIB : INTERNAL WATER SUPPLY SYSTEM |
| 118 | PART IIC : INTERNAL DRAINAGE SYSTEM |
| 119 | PART IID : EXTERNAL WATER SUPPLY SYSTEM |
| 120 | PART IIE : EXTERNAL DRAINAGE SYSTEM |
| 121 | PART IIF : RAINWATER HARVESTING |
| 122 | PART - II : PUBLIC HEALTH ENGINEERING WORKS |
| 123 | PART - II - A : SANITARYWARES & CP APPURTENANCESNote:- 1) All sanitaryware shall be provided from same brand 2) All CP fittings / Fixtures from same brand shall be provided. |
| 124 | Providing & fixing in position first quality vitreous China Indian water closet consisting of following items of work:- i) Supplying Vitreous china Indian water closet ( Box rim pattern ) of following type conforming to IS:2556 ( part-II ) with integral foot rest, W.C Connector and PVC \\"P\\" or \\"S\\" trap having water seal not less than 50 mm with / without vent as per requirement. ii) Fixing the Water closet in position, jointing the trap, water closet and PVC pipe using straight/ bend/ reducer type W.C connector with Rubber Ring joint or as per manufacturer's requirement including the cost of connector and jointing materials all complete. iii) Cutting hole, making groove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, finishing the gaps with white / matching cement etc.complete. iv) Testing the system to the full satisfaction of E.I.C. |
| 125 | Vitreous China Water Closet of 580 x 440 mm size of Starwhite/snow white/bright colour as per Hindware Cat. No. 20042 \\"Orissa Pan Eco\\" model or Cera cat. No. S3020105 \\"Orrisa Pan Cable\\" model or Parryware Cat. No. C0117 \\"Orrisa Pan\\" model with PVC / ceramicTrap (with/without vent) & WC connector etc.all complete. |
| 126 | Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items of work:-i) Providing Vitreous China wall hung type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral \\"P\\" trap outlet with water seal not less than 50 mm with vent and necessary C.I. brackets supports. ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete. iii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. v) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 127 | Vitreous China European Water Closet of Starwhite/ snow white/ bright colour with P trap of \\"Hindware\\" Cat. No. 20069/20097 Lara model with slow falling seat cover or Cera cat. No. S1041111 Cruse model with slow falling seat cover or Parryware Cat. No. C0264 Cardiff model with slow falling seat cover. |
| 128 | Providing and fixing urinal of approved make consisting following items of work i) Providing urinal of approved make, and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete ii) Providing various CP fittings such as Waste Coupling of Jaquar Cat No. 705/709, Bottle Trap of Jaquar Cat. No. 769 including provision and fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834) Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. ( Bottle trap & waste coupling will be paid separately under the relevant item.) iii) Fixing the urinal in position, including providing M.S. Brackets & Screws for the urinal as per Manufactures specification or as directed by Engineer-in Charge. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Testing the system to the full satisfaction of the Engineer in Charge |
| 129 | Vitreous urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60010 \\"Dyna\\" model or Cera cat. No. S4020113 \\"Civic\\" model or Parryware Cat. No. C0580+C8123 \\"Whiz\\" model with connector etc.all complete. |
| 130 | Supplying and fixing Granite partition sandwitch type (both)18 mm thick of specified colour, from floor level polished with Pencil Nosing on all edges with proper adhesive Partition plate of following size, fixing the partition in position, embedding 75 mm deep into the wall with cement concrete of grade M-15, including cutting chases of size 75 mm X 100 mm in the wall, finishing the joints with white cement etc. all complete as directed. |
| 131 | 1500 x 575 mm size or directed by EIC. |
| 132 | Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:- i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS 7231 of in etc.as per the manufacturer's recommendation all complete.position using CP brass screws, rawl plugs, brackets approved make with handle, fixing the cistern. ii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition,painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer,finishing the gaps with white/ matching cement etc. all complete. iv) Testing the entire system to the full satisfaction of the E.I.C.v) Flushing cistern and WC shall be from the same manufacturer. |
| 133 | Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware \\"Sleek Essence Dual Flush\\" model or Cera cat. No. B1020106 \\"Compass Twin Flush\\" model or Parryware Cat. No. E8110 \\"Slimline Dual Flush Deluxe\\" model for WC. |
| 134 | Providing Flushing arrangement to Urinal including providing and fixing Sensors / manually operated flush valves consisting following items of work:- i) Providing and fixing flush valve/Sensor in position as per the manufacturer's recommendation, making water inlet connections all complete. ii) Providing & laying 15 mm dia.cPVC (SDR 11) / 15 mm n.b GI class 'C' Flush Pipe / CP brass inlet connection from Flush Valve / Sensor to Urinal, concealed/exposed in the wall as directed making connection with Urinal spreader and flush valve / Sensor including the cost of heavy quality CP brass Spreader combatible to the Urinal, necessary fittings, fixtures, 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. |
| 135 | Flushing arrangement with flush valve of Jaquar 'Sensor' make Cat No.SNR-STL- 51087, Flush bend, cutting hole, testing etc.for Urinal or approved equivalent of Roca/ Toto make. |
| 136 | Providing and fixing first Quality Vitreous China Counter type Wash Hand Basin Consisting following items of work:- Providing Vitreous China over the counter type Wash Basin of Star white ( standard ) colour of following make conforming to IS 2556 and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Providing/Fixing various CP fittings such as Waste Coupling of Jaquar Cat No. 705/709, Bottle Trap of Jaquar Cat. No. 769 including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & SS screws for the basin. |
| 137 | iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge |
| 138 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10049 \\"Zen\\" model or Cera Cat. No. S2030104 \\"Oval\\" model or Parryware Cat. No. C0407 \\"Cascade NXT\\" model, under counter model. |
| 139 | Providing braided hose with nuts, nipples etc. for Water supply Inlet connection of following make for wash basin, flush tank, kitchen sink etc with brass check nuts on both ends and fixing it in position as directed including the cost of jointing materials and testing for leak proof joints all complete. |
| 140 | 450 mm long Braided hose of Jaquar cat. No. 805B or equivalent in equivalent in Roca/Toto. |
| 141 | Providing and fixing in position 'Matric Set' in Paraplegic ( handicapped ) Toilets consisting following items of work of M/s Hindware make:- i) Providing Vitreous China pedestal type wash down pattern Water Closet (Matrix EWC ) conforming to IS 2556 (part II) as per Hindware cat. No. 20049 with integral \\"P\\" trap outlet having water seal not less than 50 mm with vent and necessary supports, seat cover with complete Fittings all complete. ii) Providing Matrix Wash Basin 460x360 mm size of Hindware cat. No. 10060, M.S / C.I brackets etc. and placing / fixing in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement and fixing / jointing materials all complete. iii) Providing 'Abigail' Cistern of Hindwarwe cat.No. 21030 and fixing in position over a pair of M.S brackets as per manufacturer's specification including the cost of brackets, fixing / jointing materials etc. all complete. |
| 142 | iv) Providing one No. Hinged rail of 76 cm long & four Nos. Grab Rail, each 60 cm long of Hindqware make, fixing the rails in position at correct level & locations as per drawing / manufacturer's recomandations. v) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. vi) Testing the system for leakproof joints & smooth functioning including recifying the defects, if any. |
| 143 | Providing & fixing a set ( Matrix ) of Vitreous China European Water Closet of starwhite colour with Cistern & seat cover, Wash Basin with a pair mounting brackets, one no. hinged rail and four nos of grab rails all complete. NOTE: The scope of above item does not cover providing & fixing Faucets, Bottle Trap, waste coupling & Inlet connections which shall be paid under relevant item. |
| 144 | Providing & fixing in position best quality bevelled edge plate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS 710 : 2010) , fixed with required numbers of SS cup screws and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, wooden packing behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC. |
| 145 | 6 mm thick Plate glass Mirror of size 600 mm x 450 mm / of required size with 6 mm thick marine ply wood (confirming to IS 710 : 2010) backing & PVC moulded frame of approved shade or as directed by the E.I.C |
| 146 | Providing & fixing in position following approved quality CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 147 | C.P brass BIB Tap with wall flange, 'Florentine ' of 'jaquar cat. No.FLR-5047N or approved equivalent 'of Roca/ Toto make. |
| 148 | C.P brass 2 Way Bib Cock with wall flange of jaquar 'Florentine' Cat.No.FLR-5041 N or approved 'equivalent of Roca/ Toto make. |
| 149 | C.P brass Pillar tap of 'FLORENTINE' of 'Jaquar' 'cat. No.FLR-5015 or approved equivalent of Roca/'Toto make |
| 150 | CP brass Sensotronic sensor faucet of Jaquar Cat. No. SNR-51027 or approved 'equivalent of Roca/Toto make. |
| 151 | C.P brass Angular Stop Cock with wall flange of 'jaquar Florentine' Cat. No. FLR-5053 N or 'approved equivalent of Roca/ Toto make. |
| 152 | CP brass concealed Stop Cock (25mm) with adjustable wall flange of Jaquar Cat. No. FLR-6081N or approved equivalent of Roca/ Toto make (as master cock) |
| 153 | C.P. Health Faucet with 8 mm dia 1.2 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-573 or approved equivalent of Roca/ Toto make |
| 154 | CP brass 2 Way Bib Cock with wall flange of jaquar Cat. No. SOL-6041 for Paraplegic WC |
| 155 | CP brass Pillar Cock for washbasin of Jaquar Cat. 'No. SOL-6011 'or approved equivalent of Roca/ 'Toto make for Paraplegic WC |
| 156 | Providing and fixing the following C.P Brass Bathroom / toilet accessories of following make and fixing on the wall using SS screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the E-in-C. |
| 157 | C.P. Brass Toilet paper Roll Holder of Jaquar 'Continental' Cat. No. ACN -1153S or approved 'equivalent of Roca/ Toto make. |
| 158 | CP brass Soap Dispenser with Glass Bottle of Jaquar Cat. No. ACN-1135N or approved equivalent of Roca/ Toto make |
| 159 | CP brass single Towel Rail of Jaquar 'Continental' Cat. No. ACN - 1111 SM or approved equivalent of Roca/ Toto make |
| 160 | C.P brass double coat hook as per 'Continental', Jaquar make Cat. No. ACN -1161N or approved equivalent of Roca/ Toto make |
| 161 | CP brass Corner Glass Shelf (with bracket) of Jaquar Cat. No. ACN-1173 or approved equivalent of Roca/ Toto make. |
| 162 | Supplying Stainless steel Sink of following size with or without Drain board, approved make, moulded out of 19 SWG (1 mm ) stainless steel sheet of grade AISI 304 (18/8) with waste coupling conforming to IS:13983, placing and fixing the Sink in position to correct line and level with basket type choke-stop strainer ( waste coupling ), Check nuts etc. including the cost of jointing materials, finishing the edges with white / matching colour cement as per manufacturer's recommendation all complete as per specification and as directed by EIC. |
| 163 | Stainless steel Sink 'Nirali- Grace Plain' Big without Drain board and with 'Satin' finish of overall size 535 x 460 mm ( Bowl size 470x395x215 mm ) |
| 164 | TOTAL OF PART - II - A : SANITARYWARES & CP APPURTENANCES |
| 165 | PART - II - B : INTERNAL WATER SUPPLY SYSTEM |
| 166 | Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC ) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS 15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces / underground, to correct line, level and plumb for water supply line, using metal straps ( On wall surfaces ) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS 15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete. |
| 167 | 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. vi)Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured vii) CPVC pipes and fittings/specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC/ PP-R pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm.Pipes and Fittings SDR-11 as per IS 15778 |
| 168 | 15 mm (½\\") n.size |
| 169 | 20 mm(¾\\") n.size |
| 170 | 25 mm (1\\")n.size |
| 171 | 32 mm (1¼\\")n.size |
| 172 | 40 mm (1½\\")n.size |
| 173 | 50 mm(2\\") n.size |
| 174 | 65 mm(2½\\") n.size |
| 175 | 80 mm(3\\") n.size |
| 176 | 100 mm(4\\") n.size |
| 177 | Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :- i) Supplying CPVC pipes and all required CPVC plain / and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS 15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Laying and concealing the pipe and specials for water supply by cutting / making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent / Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete, |
| 178 | iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured v) CPVC pipes and fittings/specials shall be of same brand. NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / PP-R/ CPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) All concealed cPVC pipes provided for PH work shall be measured under this itemPipes and Fittings SDR-11 as per IS 15778 |
| 179 | 15 mm (½\\") n.size |
| 180 | 20 mm(¾\\") n.size |
| 181 | 25 mm (1\\")n.size |
| 182 | 32 mm (1¼\\")n.size |
| 183 | 40 mm (1½\\")n.size |
| 184 | Providing, instaling, fixing, connecting, testing 75 micron Super Flow-screen filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug. etc all as per specifications, Drawings and as directed by EIC. |
| 185 | DJPSFP50SW, Max. working pressure = 10 kg/cm², Flow rate = 50 m³/hr, Inlet/Outlet Connection = 3\\"NOTE: 1. Threaded fittings of pipe shall be of Brass Threaded only which will be measured and paid under relevant item.2. All Super Flow Plus filter provided for PH work will be measured under this item3) Flange joint including providing flanges for pipe is paid in relevent item. |
| 186 | Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC specials if required & testing the joints. etc complete as per directions of Engineer-in-charge.NOTE: 1) Item Includes Flange jointing with required new flanges and hardware.2) Wherever required union joint shall be provided in pipe to facilitate removal of valve.3) Threaded fittings of CPVC shall be of Brass Threaded only. Brass threaded CPVC fittings will be measured and paid under relavent item4) All bronze ball valves provided for PH work will be measured under this item |
| 187 | 15 mm (½\\") n.size |
| 188 | 20 mm(¾\\") n.size |
| 189 | 25 mm (1\\")n.size |
| 190 | 32 mm (1¼\\")n.size |
| 191 | 40 mm (1½\\")n.size |
| 192 | 50 mm (2\\") n.size |
| 193 | 65 mm (2½\\") n.size |
| 194 | 80 mm (3\\") n.size |
| 195 | 100 mm (4\\") n.size |
| 196 | Providing high pressure \\"HP\\" following size Float Valve assembly (horizontal plunger type ) conforming to IS 1703 with brass or gun metal piston, back nut and PVC float conforming to IS 9762, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and CPVC/ G.I specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed. |
| 197 | 50 mm dia. |
| 198 | Supplying & fixing following size C.P brass Coupling with approved quality C.P brass Mosquito proof jalli including providing CPVC/ GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank. |
| 199 | 50 mm dia. |
| 200 | Providing PVC Double Action Air Release Valve of following size manufactured by 'Jain Irrigation Systems Ltd.' and fixing it on the top most point of the water supply riser at terrace floor/ at required place by threaded joints as per manufacturer's recommendations all as specified and directed by EIC. |
| 201 | 1\\"/25mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm² |
| 202 | Supplying & fixing following Stainless Steel (grade 316) spool pieces of required diameter having flange on one / both end with flange holes in flanges for fixing with nut & bolts (OR) with screwed ends on both/ one end as per site requirement and as directed by the Engineer in charge , having 450 mm/ required length, providing 3D x 3D (where D is the outer diameter of pipe) and 4 mm thick stainless steel puddle plate (minimum size 150mm x 150mm) welded to it including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall / slab at required level, height etc including cutting the form work provided for casting concrete etc., Complete all as per specifications and as directed by Engineer-in-Charge. Note:- Item includes spool for tanks, SS foot rests/rungs of 25mm square bar, etc \whereever required in PH works as instructed by EIC. Actual weight of spool piece only will be measured for payment and no payment will be made for any wastages. |
| 203 | upto 150 mm dia |
| 204 | Construction of brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 230 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset all round, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete. |
| 205 | Chamber measuring 0.6 mtr. X 0.6 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 206 | Extra over above item for additional depth of valve chamber beyond initial depth of 0.60 mtr. for Valve Chamber without steps / foot rests / rungs etc. all complete.NOTE:-Providing and fixing composite frame & cover will be paid under relevant item. |
| 207 | Providing GRP/FRP composite Mosquito proof hinged cover with frame for Overhead Water Tank (Having loading capacity not less than 300 Kg) of 'EVERLAST' 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, all complete as per specification and as directed by EIC. |
| 208 | 530 mm dia. |
| 209 | TOTAL OF PART - II - B : INTERNAL WATER SUPPLY SYSTEM |
| 210 | PART - II - C : INTERNAL DRAINAGE SYSTEM |
| 211 | Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make. ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make. iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. |
| 212 | v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compoundvi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. |
| 213 | viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. Including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS 13592/ IS 14735) pipe with UPVC (IS 4985) pipe etc x) Dewatering the pit/ trenches if necessary till completion of workxi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps with rubber packing. Note: Earthwork excavation for trenches shall be paid under relevant items (IS 4985) pipe etc. For Soil, waste, Vent & Rain water pipe lines |
| 214 | 50 mm dia. |
| 215 | 75 mm dia. |
| 216 | 110 mm dia. |
| 217 | 160 mm dia. |
| 218 | Supplying, fixing & concealing on walls / beams / columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:- i) Supplying uPVC pipes conforming to IS 4985 and uPVC moulded plain / threaded fittings conforming to IS 7834 for waste water pipe line of approved make with ISI mark / equivalent approvals as per relevant standards, providing necessary specials for connecting UPVC (IS 4985) pipe with UPVC SWR (IS 13592) pipe etc. ii) Laying and concealing the pipe and specials for waste water by cutting / making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar 1:3 mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent / Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete. |
| 219 | iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition (No Chases in RCC wall, column, beam, slab, chajja,etc shall be made with out getting the getting the permission from Engineer In charge & structural design Engineer) iv) Concealing the pipes in wall, Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50 v) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured For Urinal/wash basin/ Anti syphonic/ Sink waste. (10kg Pressure) |
| 220 | 50 mm dia. |
| 221 | Providing uPVC Floor Trap / Nahani Trap of following size having not less than 40 mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent / as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 200 x 200 mm size top tile with central strainer & flat cover / flush strainer, closing the side inletes with plugs if required etc.complete all as per specification and as directed by the Engineer in charge. |
| 222 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish. |
| 223 | Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 / 110 mm dia HDPE pipe about 400mm long for PVC rain water pipes, fixing the same on RCC/cement concrete surface using approved synthetic glue, covering the HDPE sheet wateright with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of bitumen, cement mortar etc. complete all as per specification and as directed by the Engineer-in-charge. NOTE: HDPE sheet flashing shall be sticked watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturers recommendation and as directed by the Engineer incharge. After fixing HDPE sheet flashing over RCC/ Cement concrete surface, the top potion of HDPE sheet flashing shall be spread with approved synthetic glue, fine (0.5 mm size) sand shall be sprinkled over it immeadiately, allowed to be dried and after drying it is to be covered watertight with cement mortar1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form. Item includes providing 160x110 mm uPVC reducer and 110mm dia 150 mm length pipe piece. |
| 224 | 450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160 mm dia HDPE pipe. |
| 225 | Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304 grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304 grade Stainless steel. L ring to be embedded in waterproofing & dome to be placed on it, including the cost of fixing material etc. all complete as specified and as directed by the E.I.C. |
| 226 | Half Spherical Dome having opening 5 to 10 mm of 160 mm ID |
| 227 | TOTAL OF PART - II - C : INTERNAL DRAINAGE SYSTEM |
| 228 | PART - II - D : EXTERNAL WATER SUPPLY SYSTEM |
| 229 | Supplying and laying below the ground or floor, the following diameter uv-stabilized Chlorinated Poly Vinyl Chloride (C-PVC) pipe line of specified class, consisting the following items of work:- i) Supplying CPVC pipes and all required CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS 15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65mm (2 ½”) and above. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, jointing, etc. and including the cost of jointing materials. iv) 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. |
| 230 | v) Providing and fixing C-PVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc vi) CPVC pipes and fittings shall be of same brand. vii) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. |
| 231 | 40 mm (1½\\")n.size |
| 232 | 50 mm(2\\") n.size |
| 233 | Making flanged joints for GI/ PPR/ PVC/ UPVC/ CPVC / HDPE pipes and specials including providing following dia. GI/ PPR/ PVC/ UPVC/ CPVC/ HDPE heavy quality flanges with holes drilled to IS standard, making flanged joints including all jointing malerial like appropriate collar / neck piece, SBR Gasket, M.S. bolts & nuts of suitable size etc complele, including testing joints hydraulically to a pressure & duration as specified alongwith the pipeline and rectification of leaky joints if any, and making connection with existing /new pipeline work, all as per specifications and as directed by the Engineer-In-Charge. |
| 234 | with Double flangeabove 110mm dia to 150mm dia |
| 235 | above 50mm dia to 110mm dia |
| 236 | with Single flangeabove 110mm dia to 150mm dia |
| 237 | above 50mm dia to 110mm dia |
| 238 | only jointing (without providing flange )above 110mm dia to 150mm dia |
| 239 | above 50mm dia to 110mm dia |
| 240 | TOTAL OF PART - II - D : EXTERNAL WATER SUPPLY SYSTEM |
| 241 | PART - II - E : EXTERNAL DRAINAGE SYSTEM |
| 242 | Constructing brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:-i) Providing square mouth uPVC gully trap of size 150 X 150 mm (squar) or 160mm x 110mm (circular) with 110 mm outlet of approved make embedding in position in cement concrete 1:2:4 inside the chamber.ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4.iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement.iv) Providing and fixing precast EVERLAST or approved equivalent Composite (FRP/GRP) Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having point loading capacity not less than 0.3 tonne with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame. |
| 243 | 300 X 300 mm size Gully Trap chamber. |
| 244 | Providing & laying UPVC under ground drainage pipes & Fittings of approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with cement solvent / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete all as per specifictions, drawing and as directed by the E.I.C. Item includes Providing and fixing UPVC fittings such as Bends, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc Note:- Cement Concrete for encasing will be paid under different relevent item. |
| 245 | 110 mm DN (SN 8kN/m²-SDR34) |
| 246 | 160 mm DN (SN 8kN/m²-SDR34) |
| 247 | 200 mm dia. (SN 8kN/m²-SDR34) |
| 248 | Constructing brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement.iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by E-in-C. |
| 249 | NOTE:- Providing & fixing foot-rests / steps and CI / RCC / composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item. NOTE FOR INSPECTION CHAMBER & MANHOLEi) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole / chamber to the outgoing invert of the main drain channel. ii) The internal diameter / sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover. iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber. |
| 250 | Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm. |
| 251 | Extra over above item for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.Note:- additional depth of chamber will be measured in cm and paid as per actual depth. |
| 252 | Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 for fixing the frame and cover, plastering in C.M 1:2 on exposed surfaces of bed block & capping,making smooth cement finish etc. will be paid under relevant item. |
| 253 | Top internal dia 600 mm to suit MD,HD & EHD cover |
| 254 | Extra over Item No. 343.01 for additional depth of Chamber upto 3m |
| 255 | Providing, lowering, Jointing and fixing uPVC inspection chambers with it's components of Supreme (Nu-Drain) make to required gradient and alignment for under ground drainage over 100 mm thick of CC 1:3:6 bed concrete and top finished circumferencially using 150 mm thick CC 1:2:4, fixing chamber components as per manufacturers recommandations & plugging unused inlets etc. all as per drawings and directed by E.I.C. NOTE: CC will be paid under relavent Item |
| 256 | Ultra 450 Inspection Chamber base Multiple Inlet (450 x 160 x 160 x 110 ) |
| 257 | Ultra 450 Inspection Chamber GRP/FRP composite frame & cover of 10T capacity |
| 258 | Ultra 450 Inspection Chamber Riser with rubber seal |
| 259 | Providing & fixing precast approved brand (EVERLAST) Composite Manhole covers as approved by Competant authority / E.I.C tested as per IS:1726, including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the E.I.C. |
| 260 | Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 910 x 450mm( rain water harvesting chambers cover also included) |
| 261 | Frame & cover suitable for Rain water chamber having 600x900 mm size clear opening - EHD (40 MT). |
| 262 | Square Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 600 x 600mm for Valve Chambers |
| 263 | Circular Heavy duty (Grade HD-20 Designation as per IS:1726) frame and cover clear internal dia. 600mmNote:Shade and Colour and design pattern to be get approved from Engineer-in-Charge. |
| 264 | Cement concrete of specified grades at all locations & depths for the following works using graded stone aggregate of 20mm. maximum size including necessary form work, machine mixing, transporting, placing in position consolidation, finishing, curing etc. complete as per specifications, drawings & as directed by the EIC. |
| 265 | PCC 1:3:6 in bed concrete, pedestal, encasing etc. |
| 266 | PCC 1:2:4 in bed concrete, pedestal, encasing etc. |
| 267 | Making drop connection for initial depth differance between incoming and outgoing sewer line upto 600mm including making ramp, U-channel of height and width not less than branch pipe dia in CC 1:2:4, plastering 20mm thick in CM 1:3, finished smooth with a floating coat of net cement. and for drop connection having depth difference between incoming and outgoing sewer line more than 600mm including providing and laying following dia. uPVC pipe conforming to IS:15328 & specials, providing and fixing bends, tees, crosses, plugs, caps etc., jointing the pipes/fittings using sealant of approved manufacturer, encasing the pipes with CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, including form work, curing etc., all as shown in the drawing, as mentioned in the specifications and as directed by EIC.NOTE:-1) The depth of drop connection shall be measured vertically from the bed level of drop pipe cleaning chamber to the invert of manhole or chamber.2) CC and form work for encasing will be measured and paid under relevant item.3) uPVC pipe and fittings, specials will be measured and paid under relevant item. |
| 268 | For initial depth difference of 600mm |
| 269 | For depth difference more than 600mm160 mm DN (SN 8kN/m²-SDR34) |
| 270 | For depth difference more than 600mm200 mm DN (SN 8kN/m²-SDR34) |
| 271 | Construction of brick masonry drop pipe cleaning chamber of internal size 300 x 300 / 450 x 450 mm for depth of 450 mm from top of cover & frame above uPVC drop pipe in brick masonry, in cement mortar 1:2 and 230 mm thick wall over 150 mm offset from all outer finished wall surfaces of the chamber, providing & fixing suitable medium / heavy duty pre-cast FRP cover of approved (EVERLAST) make, CC 1:2:4 coping at top of brick work, 20 mm cement plastering in cement mortar 1:1, mixed with water proofing compound @ 2% by weight of cement in internal & external surfaces of the chamber, all inside surfaces finishing smooth with floating coat of neat cement and external surfaces finishing rough with wooden float, including dewatering if necessary till completion of the work, all as directed by the E.I.C. |
| 272 | 300 x 300 mm chamber with HD-20 FRP composite cover and frame for pipes upto 250 mm pipe |
| 273 | Providing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of Patel brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in \\"U\\" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete.Note: All Foot-rests provided for PH work like in insepction chamber, etc will be measured under this item. |
| 274 | Cutting the existing 100mm/150mm/200mm dia. CI /D.I. water supply pipe line for inserting CI/ DI , fixtures, specials like Tee, flanges, reducers, etc. without damaging the adjacent pipes, disjoining the lead joints if necessary, removing the pipes if required as per site conditions & relaying it back after inserting the specials or fixtures in position, isolating the pipe line before cutting etc. all as directed and to the entire satisfaction of Engineer- in-charge. |
| 275 | TOTAL OF PART - II - E : EXTERNAL DRAINAGE SYSTEM |
| 276 | PART - II - F : RAINWATER HARVESTING |
| 277 | Boring/ Drilling bore well of required dia.for casing / strainer pipe by suitable method prescribed in IS: 2800 (Part-1), including collecting soil samples from different strata, preparing & submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinaries required for the job, all complete as per the direction of Engineer- in- Charge, Upto 30 mtr. depth below ground level. All types of soil |
| 278 | All types of soil 300 mm dia |
| 279 | Rocky strata including boulders300 mm dia |
| 280 | Providing, fixing, laying, jointing & testing below the ground / above ground UPVC socketed pipes for solvent cement joint / plain ended CLASS 5 pipes as per IS:4985 including suitable heavy fittings like elbows, collars, tees, unions, couplings, reducers, bends, enlargers, saddles flanged tailpieces and all other fittings required for the completion of laying and jointing as per IS 7634, testing pipelines with fittings for 10 kg/cm2 hydrostatic pressure for minimum duration of two hours with clean water and rectifying the leaks if found, cutting the pipes to the size, threading as required, jointing of pipes and fittings to be carried out using Hold-ties, Teflon tape, PVC clamps, wooden gutties, SS screws, cement, solvent cement etc. required for the completion of the work and all as per specifications, drawings and direction of the Engineer-in-charge. |
| 281 | normal 110 mm dia class 5 perforated pipe |
| 282 | Gravel packing in tube well construction ( Around casing pipe ) in accordance with IS:4097, including providing gravel fine/medium/course, in required grading & sizes as per actual requirement, all complete as per direction of EIC. |
| 283 | Providing & fixing in position following size Weep holes wherever required in RCC / Masonry walls including cutting to required shape & size all as per specifications, drawings & as directed by the E.I.C all complete. |
| 284 | PVC pipe of 75 mm OD (IS:4985-6Kg class) |
| 285 | Providing and fixing recharge well screen ( two cylindrical V-wire screens fitted concentric to each other. Annular spaces filled with graded gravel) assembly of M/s Appollo screens or equivalent aproved manufacturers, including hardware and labourer as per drawing and specified by E I C. |
| 286 | size of screen 8-16 1.00 m length(material SS 304) |
| 287 | Providing and placing Filter Grade synthetic Geotext (Needle punched nonwoven material, 200GSM equivalent to Int-fab/techfab thermal bounded Geotextile) with Apparent opening about 70microns and water permeability about 100 L/Sqm/sec as per drawing and as directed |
| 288 | P/F 'RAINY' online Filters, Rainy FL-200 on roof rain water downtake pipeline at suitable location including fixing the Filter Unit on the wall using suitable anchor bolts, brackets, nuts etc. as per manufacturer's requirement, testing etc. all complete. The cost shall include all accessories, specials etc. to commission the Filter. |
| 289 | TOTAL OF PART - II - F : RAINWATER HARVESTING |
| 290 | ABSTRACT FOR PART - III : ELECTRICAL WORKS |
| 291 | PART IIIA : FABRICATED DISTRIBUTION BOARDS (MDB) |
| 292 | PART IIIB : LT CABLES AND END JOINTS |
| 293 | PART IIIC : READYMADE DISTRIBUTION BOARD |
| 294 | PART IIID : POINT WIRING & SUBMAIN WIRING |
| 295 | PART IIIE : MAINTENANCE FREE EARTHING |
| 296 | PART IIIF : LAN SYSTEM |
| 297 | PART IIIG : LIGHTNING PROTECTION SYSTEM |
| 298 | PART IIIH : MISCELLANEOUS ITEMS |
| 299 | PART IIII : LED LUMINAIRES, CEILING FANS ETC. |
| 300 | PART IIIJ : ROOFTOP SOLAR PV SYSTEM |
| 301 | PART IIIK : TELEPHONE SYSTEM |
| 302 | PART IIIL : ELEVATOR WORKS |
| 303 | PART - III : ELECTRICAL WORKS |
| 304 | PART - III - A : FABRICATED DISTRIBUTION BOARDS (MDB) |
| 305 | Supply,installation,testing & commissioning of Main distribution board IP 42, surface mounted type/ floormounted with concealed hinges fabricated out of min 16SWG thick MS CRCA sheet complete with 40 X 40 X 5mm MS angle iron frame work, supports, accessories,interconnections, earthing, locking arrangement, wire waybox, cable entry box with gland & gland earthing, metal treatment (Seven tank process) painting, 2 nos 10 mm dia 32 mm long brass earthing, studs, enameled danger board name plate, neoprene gasket, all required & as perinstruction of E-I-C.Note:1) The MCCBs shall be provided with microprocessor based overcurrent, short circuit & earth fault release. 2) MCCBs shall be of minimum 25 KA Ics breaking capacity. 3) All MDBs shall be provided with RYB indication lamps (heavy duty LED cluster type) with HRC protection fuses. |
| 306 | LT Panel (Normal Supply) Incomer :- a) 1 no.160 A FP MCCB with microprocessor based O/C + S/C + E/F release. b) 1 set of RYB indication lamp with HRC protection fuses. c) 3 nos 160/5 A ratio, class-I, cast resin current transformer d) 1 no 3 phase 4 wire, 240 V (L-N) 5 A, Class-1 Intelligent panel meter , flush mounted , 96 sq.mm , with RS-485 communication port. Bus bar 160 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- i), 415V, 125A FP MCB - 1nos ii), 415V, 100A FP MCB - 1nos iii) 415V, 63/40A FP MCBs- 10 nos |
| 307 | LT Panel (Emergency Supply) Incomer :- a) 1 no.160 A FP MCCB with microprocessor based O/C + S/C + E/F release. b) 1 set of RYB indication lamp with HRC protection fuses. c) 3 nos 160/5 A ratio, class-I, cast resin current transformer d) 1 no 3 phase 4 wire, 240 V (L-N) 5 A, Class-1 Intelligent panel meter , flush mounted , 96 sq.mm , with RS-485 communication port. Bus bar 160 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- i), 415V, 100A FP MCB - 2nos ii) 415V, 63/40A FP MCBs- 12 nos iii) 16A DP MCBs- 2 Nos |
| 308 | Rooftop Solar PV MDB a)63A MCCB 4 Pole, 25 kA, with extended rotary handle-1no. b) RYB indication lamp - 1 Set c) 63/5 A ratio, class-1, 5VA burden cast resin current transformer - 3 Nos. d) Multifunction meter, 3 phase 4 wire, CT sec. 5A, Class-1, flush mounting size 96x96 mm indicating V, I,F,PF,Power & Energy etc.-1 no. |
| 309 | TOTAL COST OF PART - III - A : FABRICATED DISTRIBUTION BOARDS (MDB) |
| 310 | PART - III - B : LT CABLES AND END JOINTS |
| 311 | L.T Cables: Supply, installation, testing & commissioning of 1.1 KVgrade aluminium/ Cu stranded circular/ sector shape core conductor with XLPE insulation, extruded PVC inner sheathed, G.I flat strip/wire armoured, extruded FRLS grade antirodent & anti termite PVC (ST-2)outer sheathed cable conforming to IS : 1554 Part I / IS 7098 Part-I with latest amendments, fixed on wall/column/slab/ false ceiling / existing cable tray /existing hume pipe/trench/shaft/pit/ on 5mm thick M.S. flat /GI spacer/angle/support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles or in ground , sand bedding,laying of baked bricks on side & top-, temporary reinstatement, back filling, dewatering, consolidation,disposal of excess earth within the radius of 500 m and making good to the original finish etc providing Al cable tag as per enclosed detailed specifications, drawings & asper instructions of the E-I-C & of the following sizes. |
| 312 | NOTE: 1) Excavation of earth shall be measured under Miscellaneous item. 2) Sealing of hume pipes with wooden bushes aftercable laying shall be included in the scope of work. 3) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall beincluded in the scope of work. |
| 313 | 3.5C x 95 Sq.mm Al. conductor cable |
| 314 | 4C x 70 Sq.mm Al. conductor cable |
| 315 | 4C x 25 Sq.mm Al. conductor cable |
| 316 | 4C x 16 Sq.mm Al. conductor cable |
| 317 | 3C x 16 Sq.mm Al. conductor cable |
| 318 | 3C x 2.5 sqmm Cu Conductor cable |
| 319 | LT Cables End Joints End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinnedcopper cable socket,double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge. |
| 320 | 3.5C x 95 Sq.mm Al. conductor cable |
| 321 | 4C x 70 Sq.mm Al. conductor cable |
| 322 | 4C x 25 Sq.mm Al. conductor cable |
| 323 | 4C x 16 Sq.mm Al. conductor cable |
| 324 | 3C x 16 Sq.mm Al. conductor cable |
| 325 | 3C x 2.5 sqmm Cu Conductor cable |
| 326 | TOTAL OF PART - III - B : LT CABLES AND END JOINTS |
| 327 | PART - III - C : READYMADE DISTRIBUTION BOARD |
| 328 | Supply, installation, testing & commissioning of following readymade distribution boards, double door, IP 42 degree protection complete with necessary, MCB isolators , MCBs,earth leakage circuit breaker (ELCB) etc including interconnections with appropriate capacity size of PVC insulated copper conductor wires (ISI marked), suitable for concealed mounting /wall mounting with MS frame workof 40 x 40 x 5 mm MS angle iron, with M.S. enclosure fabricated out of min 18 SWG /20 SWG thick M.S. CRCA sheet as per manufacturers standard, with concealed hinged door, locking arrangement etc. including earthing clamps for both incoming & outgoing circuits, interconnections, per phase isolation kit as required,cable end box & wire way box if required, continuous copper earth wire in the wire way box with single/duplicate brass earthing terminals, danger board, name plate, flexible earthing for the door, metal treatment & powder coatedpainting, Phase Distribution drawing etc. all as per drawings (G.A. & fabrication drawing to be got approved), |
| 329 | Note: 1.MCBs (Type –C) shall be minimum 10 KA breaking capacity, as specified. 2. MCCB shall be thermal magnetic with 35KA minimum breaking capacity. 3. Blanking Plates shall be included in scope of work. 4. DB shall be of standard readymade type from approved manufacturers as indicated in preferred makes of material. |
| 330 | VTPN MDB : a) 160 A , FP MCCB -1 No. b) 100 A ,TP MCB - 2 Nos. c) 40/63A ,TP MCB -4 Nos. d)12 way brass neutral link - 2 set |
| 331 | ETPN DB : a) 63A FP MCB - 1 No. b) 63A DP ELCB with 30mA sensitivity - 3 nos c) 6-32A SP MCB - 12 nos d) 8 way brass neutral link - 4 set |
| 332 | ETPN DB : a) 63A FP MCB - 1 No. b) 40A DP ELCB with 30mA sensitivity - 3 nos c) 6-32A SP MCB - 24 nos d) 8 way brass neutral link - 4 set |
| 333 | ETPN DB : a) 40A FP MCB - 1 No. b) 40A DP ELCB with 30mA sensitivity - 3 nos c) 6-32A SP MCB - 24 nos d) 8 way brass neutral link - 4 set |
| 334 | SPN DB : a) 40A DP, 30mA RCBO - 1 No. b) 6-32A SP MCB - 8 nos c) 8 way brass neutral link - 2 set |
| 335 | SPN DB : a) 40A DP, 30mA RCBO - 1 No. b) 6-32A SP MCB - 12 nos c) 8 way brass neutral link - 2 set |
| 336 | MCCB/ MCB enclosure: Supply, Installation, Testing & Commissioning of following MCCB/ MCB with suitable IP 42, MS CRCA powder coated enclosure with angle iron framework including minor civil worksto fix on the wall etc complete and all ncessary and as directed by EIC63A, 25 kA FP MCB with 63A FP, 300mA ELCB (for lift machine) |
| 337 | MCCB/ MCB enclosure: Supply, Installation, Testing & Commissioning of following MCCB/ MCB with suitable IP 42, MS CRCA powder coated enclosure with angle iron framework including minor civil worksto fix on the wall etc complete and all ncessary and as directed by EIC25A DP MCB with 25A, 30 mA ELCB for (lift car & lift shaft Lighting) |
| 338 | MCCB/ MCB enclosure: Supply, Installation, Testing & Commissioning of following MCCB/ MCB with suitable IP 42, MS CRCA powder coated enclosure with angle iron framework including minor civil worksto fix on the wall etc complete and all ncessary and as directed by EIC160A, 25 kA FP MCCB thermal magnetic with electronic Earth leakage module |
| 339 | MCCB/ MCB enclosure: Supply, Installation, Testing & Commissioning of following MCCB/ MCB with suitable IP 42, MS CRCA powder coated enclosure with angle iron framework including minor civil worksto fix on the wall etc complete and all ncessary and as directed by EIC63A FP 30mA RCBO |
| 340 | MCCB/ MCB enclosure: Supply, Installation, Testing & Commissioning of following MCCB/ MCB with suitable IP 42, MS CRCA powder coated enclosure with angle iron framework including minor civil worksto fix on the wall etc complete and all ncessary and as directed by EIC63A DP 30mA RCBO |
| 341 | FlexiDB with acrylic door : 2 Rows of 13 Modules (Security lighting) a) 40 A FP RCBO - 1 No. b) 16A, 240V, 50Hz, 1 output digital astronomical timeswitch - 1 no c) 8 way brass neutral link d) 16A SP MCB- 4 Nos |
| 342 | Weather proof enclosure box for modular switches & sockets : Supply & installation of following weather proofplastic enclosure box IP 65 for modular switches &sockets along with adaptor & PVC membrane etc.6 module box similar to M/s Legrand cat no.601996 |
| 343 | TOTAL COST OF PART - III - C : READYMADE DISTRIBUTION BOARD |
| 344 | PART - III - D : POINT WIRING & SUBMAIN WIRING |
| 345 | Point wiring in PVC (HMS variety) conduits : Point wiring for light/ceiing fan/6A/ 16A/ socket outlet/6A outlet for exhaust fan , bell point etc. with 1.1 KV grade FRLS PVC insulated multistranded copper conductor wire (ISI marked), in existing floor raceway/ 25 to 40 mm dia High mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm.thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 0.9mm G.I. Saddles, ready made MS switch boxes & socket outlet boxes of nominal 1.2 mm thickness , brass earthing stud 1/2 nos, controlling modular switches, sockets with moulded front plate and inner plate etc. including appropriate size of FRLS PVC insulated copper earth wire ,brass/bakelite (straight / angular) lamp holders, 3 plate ceiling rose,6 A, connectors, painting etc. as per specifications and drawings and as per instructions of E-I-C and as detailed below : (sample switch Box etc. to begot approved before fabrication) |
| 346 | NOTE: 1. Connections shall be done with crimped type tinned copper lugs & washers. 2. All switches & socket outlets shall be as per preferred makes. 3. All sample boxes with accessories /luminaires shall begot approved from Department.4. All 16 A socket outlets should be with 6 pin type5. MS boxes other than switch boxes & socket outlet boxes shall be fabricated out of minimum 1.5mm thick MS sheet duly painted with red oxide primer & 2 coats of epoxy paint. 6. Minimum size of the FRLS insulated copper earth continuity wire shall be 2.5 sq.mm.7. The colour shade of switches shall be white /off white. For socket outlet points/switch boards on normal power supply, the cover plate shall be white/off white colour, graphite grey (RAL 7024) or other shade as per instruction of EIC, for socket outlet points/switch boards on DG power supply.8. The scope also includes supply of modular blanking plates where ever required. 9. The maximum permissible number of FRLS insulated wires through PVC/MS conduits shall be as per technical specifications 10. The point wiring shall generally be concealed type only, except in lift shaft/ Elect. Shaft/ Basement areas/ in RCC retaining wall/ in dry well/ above false ceiling & wherever concealed wiring is not feasible, as per instructions of E.I.C |
| 347 | For Common Area/Corridor/Lobby /parking etc. |
| 348 | Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire directly controlled from DB |
| 349 | Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 413.01 |
| 350 | Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 6A switch |
| 351 | Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 413.01 |
| 352 | Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 'Two way' 6A switch (Staircase lights) |
| 353 | Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 413.03 (Staircase lights) |
| 354 | Primary Light point with 2 nos. 2.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 16A switch (Flood lights). |
| 355 | Secondary light point with 2 nos of 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 413.05 |
| 356 | 16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire completewith 16 A switch in one box |
| 357 | 6 A + 16 A (6 pin) socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire & loopingwith 1.5 sqmm + 2.5 sqmm wires complete withindependent 6A and 16 A SP switches in one box. |
| 358 | 6A socket point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch |
| 359 | Point wiring for single phase exhaust fan with 1.5 sq.mm phase wires & 2.5 sqmm earth wire & with ceiling rose near exhaust fan & controlling 6 A , 240 V SP switch on nearest switch board. |
| 360 | Point wiring for single phase exhaust fan (450mm dia) with 2.5 sq.mm phase wires & 2.5 sqmm earth wire & with ceiling rose near exhaust fan & controlling 16 A , 240 V SP switch on nearest switchboard for Electrical room |
| 361 | Ceiling fan points with 1.5 sq.mm wires and with 2.5 sq.mm insulated earth wire complete with 6A, 240V, SP switch with regulator compatible with BLDC fans. |
| 362 | 6A socket point on the wall/ceiling with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & directly controlled from DB (For emergency lights on battery backup/flykill) |
| 363 | For Shops/party hall/classrooms/Yoga Hall/Office etc. |
| 364 | Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 6A switch |
| 365 | Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 406.01 |
| 366 | 3 nos.6A/10A/13A multistandard socket points with 2 nos of 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires, looping with 1.5 sqmm + 2.5 sqmm wires (for earth) & independent 13A switches. |
| 367 | 16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box |
| 368 | 6A socket point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch. |
| 369 | 16 A 6 pin socket outlet point on Ceiling with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire with 16 A switch in box at operating height |
| 370 | 6 A socket outlet point on Ceiling with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire with 6 A switch at operating height |
| 371 | Point wiring for single phase exhaust fan (450mm dia) with 2.5 sq.mm phase wires & 2.5 sqmm earth wire & with ceiling rose near exhaust fan & controlling 16 A , 240 V SP switch on nearest switch board. |
| 372 | Point wiring with 4 sq.mm wire and 2.5 sq.mm insulated earth wire complete with 25 A 3pin socket outlet with plug(Industrial Type) near split AC unit & 25A DP MCB at operating height on wall, in readymade powder coated MSCRCA box with MS cover and with necessary cutouts,interconnections earthing stud etc . MCB shall be with 10KA breaking capacity. |
| 373 | Ceiling fan points with 1.5 sq.mm wires and with 2.5 sq.mm insulated earth wire complete with 6A, 240V, SP switch with regulator compatible with BLDC fans. |
| 374 | 6A socket point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch on switchboard. |
| 375 | Water heater point with 4 sq.mm + 2.5 sq.mm insulated earth wires , 32 A DP MCB type isolator (non tripping type)in MS box near door at suitable position , 30A 3 way connector block mounted in MS box near heater |
| 376 | In Lift Shafts : |
| 377 | Primary point in lift shaft with 2 nos of 2.5 sq.mm wires alongwith 1 No. of 2.5 sq.mm insulated earth wire with 600 lumen output LED bulk head luminaire with 6 A SP controlling switch and 16 A, 6 pin socket with 16 A SP controlling switch all in one box including all fixing material etc & as directed by E-I-C. |
| 378 | Secondary pts with 2.5 sq.mm wires same as item no. 1.3.2 above also looping is done from Item No.1.3.2 above & as directed by E-I-C alongwith 1 noof 2.5 sq.mm insulated earth wires & 6A switch |
| 379 | Submain Wiring : Supply, installation testing & commissioning of 1100 VFRLS grade PVC insulated multistranded aluminium conductor wires of the following sizes with necessary lead sat both sides in 25mm/ 32mm/ mm/40mm dia PVC(HMS)or MS conduit concealed in wall/beam/ slab/column or onsurface of wall/beam/slab/ column on 5 mm thick G.Ispacer and 20 SWG GI saddle, MS pull out boxes , junction boxes of suitable sizes as per site requirement, from MDB to individual DB including connection with copper lugs etcas per specifications and as per the instruction of Engineer-in-charge. Note: 1. Connections shall be done with crimped type tinned copper lugs. 2. All embeded conduit junction boxes/pull boxes shall be covered by 18 SWG thick M S sheet covers painted white projecting atleast 5 mm around finished opening fixed tobox with CSK machine screws. |
| 380 | 2 nos. of 6 sq.mm & 1 no. of 4 sq mm copper wire in 40 mm dia PVC (HMS variety) or MS conduit with necessary pull out boxes, junction boxes etc including end temination at both the ends with additional loop wire of 0.5 m length at either ends. |
| 381 | TOTAL COST OF PART - III - D : POINT WIRING & SUBMAIN WIRING |
| 382 | PART - III - E : MAINTENANCE FREE EARTHINGSupply, installation, testing & commissioning of maintenance free earthing system & associated works, etc. complete as per specifications & instructions of E-I-C. NOTE:1) Measurement of Earth resistance must be carried out as per instructions of EIC. 2) All type of excavation shall be measured under relevant civil item. |
| 383 | Providing and making earth station comprising of 17 mm dia 3m long earthing electrode of high tensile low carbon steel rod molecularly bonded 250 micron copper coating on the outer surface, UL listed, filling bore with suitable earth enhancement compound as per IEC 62561-7 & manufacturer's standard, surrounding the earth electrode complete with all required materials & instructions of EIC.(Body-2, Solar-2, LPS-6) Note: The scope includes :- 1) Installation of earth rods including making pit/ drilling rock as per manufacturer's recommendations & design. 2) Exothermic welding of joints between earth electrode & GI / tinned Cu strip and between GI / tinned Cu strips,used for interconnection of earth electrodes. 3) Each earth electrode shall be provided with poly plastic inspection chamber with cover as per OEM standard. |
| 384 | Supply & installation of 50x6mm & 150 mm long tinned Cu equipotential bar inside concrete chamber (600 x 600 x600 mm) as per instructions of EIC. Note:1) The date of testing and earth resistance value shall be written on the cover with black base with yellow paint. 2) The concrete chamber shall be included in Civil relevent item |
| 385 | Supply & installation of discharge gap device with parallel connected surge voltage protector to couple different earthing system similar to M/S OBO make FS-V20 or equivalent in fibre glass reinforced polyester enclosure IP65 & IK08 of size 200 (H) x 250 (W) x 115 (D) mm similarto M/s Spelsberg cat no. Abox-i 250. 1) The enclosure housing discharge gap device shall be installed in concrete chamber housing equipotential bar. 2) The scope includes interconnection of equipotential bars of lightning & body earthing with suitable size flexible Cu conductor with bimetallic lug at one end as per site & instructions of EIC. |
| 386 | G.I / tinned Cu earth wire/earth strip fixed on wall/side of trench/slab /column /beam/ shaft connection to panel/DBs/SFU's etc. with 5mm thick G.I. Spacers & 2mm thick G.I. Saddle or in ground at 500 mm below with earth enhancing material surrounding the strip, including excavation in ground, refilling & removal of excess earth within a radius of 500 m, temporary instatement & backfilling of trench, consolidation, painting with two coats of black bituminous paint for earth wire/ strip in ground & green enamel paint for earth wire /strip on surface etc. |
| 387 | 25 X 6 mm tinned copper strip |
| 388 | 25 X 3 mm tinned copper strip |
| 389 | 8 SWG tinned Cu earth wire |
| 390 | TOTAL COST OF PART - III - E : MAINTENANCE FREE EARTHING |
| 391 | PART - III - F : LAN SYSTEM |
| 392 | LAN System : Supply, instalaltion, testing & commissioning of local area network system comprising of passive components like CAT-6 UTP or improved data cable, information oulet with RJ-45 connections , enclsoures for data outlets with faceplates concealed, patch panels, cable managers, LIU, OFC,splicing, 19\\" mounting racks , power panels in racks ,cooling fans in racks, flexible G.I pipe, PVC conduit HMS variety conforming to IS 9537 Part-III etc., complete with labeling/identification on the cable , outlets, patch panels etc. complete in all respect as required as per standards,drawings, specifications and instructions of E-I-C. Note : 1. LAN work shall be done by a specialised agency in the field. Credentials of the agency through which the bidder proposes to execute the LAN work to be submitted post W.O. 2. Evaluation of the proposed agency to execute the LAN work shall be carried out seperately by the Department. 3. Active components i.e switches etc are not in the scope of the agency and shall be executed by the users seperately. Agency shall extend full co-operation to theagency / users executing the balance work which is not inthe scope of this tender.4. Scope includes termination of cables at both ends with all accessories and installation/mounting of 19\\" racks with all accessories like angle iron frame work etc without any extra cost to the Department. 5. All LAN passive components shall be of same make. |
| 393 | Point Wiring : (LAN,Wifi and CCTV points) Point wiring in MS/PVC conduit HMS variety of size 25-40 mm dia ISI mark concealed in slab/column/beam/surface wherever required complete with bends, T/ Cross, junction box with all accessories with RJ-45 shuttered socket outlets (modular) concealed / surface in wall/column/wherever required with all accessories including label holder, face plate, factory made zinc passivated box, screws etc terminated at one end at patch panel at respective floor at the other end in outlet with an extra loop length of approx 2 m at patch panel, ferrule numbers on both side,all terminations as per standards, drawing, specificationsand as per instructions of E-I-C Note : 1. Patch panel shall be measured seperately. 2. Colour of the outlet and facia plate shall be matching with electrical switches and sockets with the approval of E-I-C. |
| 394 | Patch Panels: Supply, installation , testing & commissiong of 24 port, 19\\"rackmountable patch panel equiped with RJ-45 receptive female, CAT-6 UTP or better compatible to cat-6 cable and cable managers complete as required as per instructions of E-I-C. |
| 395 | LAN Racks:Supply, installation, testing & commissioning of double section 19\\" wall mounted pivoting type, 15 U height& 600 mm depth rack having safety glass door & withstandard accessories, including power supply panel, fans,cable manager, full cable entry plate with brush at top & bottom etc. complete as required & as per instructions of EIC. |
| 396 | CAT-6 Cable : Supply, installation, testing & commissioning of CAT-6 UTP cable in 25mm dia MS/PVC (HMS variety) conduit on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I. Saddles etc. for uplinking between patch panels, as required, including termination including end termination at both ends complete with all accessories all as required & as per instruction of EIC. |
| 397 | TOTAL COST OF PART - III - F : LAN SYSTEM |
| 398 | PART - III - G : LIGHTNING PROTECTION SYSTEM |
| 399 | Supply, installation, testing & commissioning of test link box consisting of 37 X 6 mm, heavily hot dipped GI test link, 25 X 8mm GI nut bolts & washers, suitable enclosure made of 2mm thick MS CRCA sheet with GI fixing screws/anchor fasteners etc., complete all as per STD drawing CSG/EM/STD -26 , specifications and as per the instructions of Engineer-in-charge. |
| 400 | Supply, installation, testing & commissioning of 25 x 6 mm heavily hot dipped GI earth strip for roofs conductors fixed on roof/wall/slab/ column with 5mm thick GI spacers fixed with no. 10 GI wood screws & 2 mm thick GI saddles with GI machine screws, interconnection of earth strip with welded joints and GI nut bolts & washer painting with two coats of metallic paint, etc. instructions of Engineer-in-charge. |
| 401 | Supply, installation, testing & commissioning of 25 x 6 mm heavily hot dipped GI earth strip for down conductors fixed on roof/wall/slab/ column with 5mm.thick GI spacers fixed with no. 10 GI wood screws & 2 mm thick GI saddles with GI machine screws, interconnection of earth strip with welded joints and GI nut bolts & washer painting with two coats of metallic paint, etc. instructions of Engineer-in-charge. |
| 402 | Supply, installation, testing & commissioning 37 X 6mm heavily hot dipped GI earth strip for ground conductors fixed with no.10 GI wood screws & 1-2 mm thick GI saddles with G.I machine screws or in ground at 750mm below including excavation in all types of soil/rock with temporary reinstatement & back filling of trench, interconnection of earth strip with welded joints and GI nut bolts & washers, painting with two coats of metallic Aluminium paint for above ground portion & painting with two coats of black bituminous compound for earth strip in ground etc. all as per drawing, specifications and as per the instructions of the Engineer-in-charge. |
| 403 | TOTAL COST OF PART - III - G : LIGHTNING PROTECTION SYSTEM |
| 404 | PART - III - H : MISCELLANEOUS ITEMS |
| 405 | CABLE TRAYS AND CABLE MANAGEMENT SYSTEM : Supplying and fixing following sizes of GI wire mesh tray,hot dipped galvanised between 60 and 80 microns of zinc as per BS 729 carbon Steel cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required, and duly suspended from the ceiling with electro-zinc coated TF rods, wall mounting brackets etc. |
| 406 | 500mm width x 50 mm depth |
| 407 | M. S. Boxes : Fabrication, supply and installation of M.S.boxes with 2 coats of primer & 2 coats of enamel / PU paint as per instructions of EIC. |
| 408 | MS Fabrication : Supply, fabrication and installation of supports using MS channel/angle / flat/ MS rod hangers etc.including cutting, fabrication, welding etc. and painting with two coats of primer and two coats of enamel/ PU paint of approved shade as per instructions of EIC. |
| 409 | Supply & installation of 250 mm dia heavy duty RCC Hume pipe of class 'NP3' to be laid in ground/from concrete cable trench to ground, for passing of cables with necessary joints, concrete supports. Scope includes escavation below ground level in all types of soil/concrete road cutting/foot path cutting, nallah cutting /any RCC wall/floor cutting including back filling, dewatering,consolidation, reinstatement of excess earth within the radius of 500 m and original,disposal making good to the original finish etc. spare space of hume pipes after cable laying and spares hume pipes shall be sealed properly with fireproof materials. |
| 410 | Supply, installation of GI pipe of B class sleeves in beams/column/slab for passing electrical cables/conduitas per instruction of E-I-C. |
| 411 | 80 mm dia |
| 412 | 150 mm dia |
| 413 | Blank PVC (HMS) Conduits : Supply & installation of high mechanical stress (HMS)rigid PVC conduit having ISI marked IS 9537 Part - 3,including fixing accessories & hardware concealed/exposed in slab/wall or on 5mm. thick G.I. spacers fixedwith no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I.Saddles, MS/PVC pull out boxes, MS/PVC junction boxes,couplers, bends binding wires etc. as per site condition & as per instructions of E-I-C and of following sizes :- |
| 414 | 25 mm dia |
| 415 | 40 mm dia |
| 416 | Flexible steel Conduit : Supply, installation, testing & commissioning of 25mm and 50mm liquid tight, FRLS , PVC coated Flexible Galvanised Steel conduit made up of helical coil of self interlocked ribbed stripes of Galvanised steel complete with necessary for rooftop solar PV system : |
| 417 | 25mm conduit fixed to wall / slab / column / beam with 2mm thick GI saddle & 4-5 mm thick GI Spacer |
| 418 | 50mm conduit fixed to wall / slab / column / beam with 2mm thick GI saddle & 4-5 mm thick GI Spacer |
| 419 | 25mm on rooftop surface , laid along with earthing strip & clamped with earthing strip at every 200mm using 14 SWG GI wire. |
| 420 | 50mm on rooftop surface , laid along with earthing strip & clamped with earthing strip at every 200mm using 14 SWG GI wire. |
| 421 | Supply, fixing & installation of pre mixed & ready to use M/s. HILTI make firestop foam CP 620 in 300ml bottle for sealing openings in electrical shafts, Telephone shaft,raceways & cutouts, hump pipes & where ever required & as per instruction of EIC. |
| 422 | Supply, fixing & installation of pre mixed & ready to use M/s. HILTI make firestop mortar CP 636 for sealing openings in electrical shafts, Telephone shaft, raceways & cutouts, hump pipes & where ever required & as per instruction of EIC. |
| 423 | Supply & laying of 50/42 mm OD/ID self lubricated HDPE pipes in ground at depth of 600 mm including cutting of existing footpath,road etc, sand bedding,laying of warning tape on top,temporary reinstatement. backfilling ,dewatering if necessary consolidation,disposal of excess earth with in the radius of 500 m etc. or fixed onwall/column/slab with 5mm thick M.S. flat /GIspacer/angle/ support fixed with coach screws/ grouted inwall/anchor fasteners 2mm thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.Sspacers/angles all as per the attached work specification and instructions of EIC. Note: 1) The scope of work includes HDPE pipe accessories suchas couplers, cable end plugs, cable sealing plugs etc. |
| 424 | On wall/ slab/ column/false ceiling/existing cable tray/existing hume pipe/trench/shaft/pit etc |
| 425 | PVC trunking system : Supply, installation, testing & commissioning of 80 x 50mm PVC trunking with flexible cover of 65mm width of M/s Legrand make, suitable for mounting on wall as per instructions of EIC. Note: All the accessories like Internal, Flat & external angles,VDI accessories for internal, Flat & external angles, end caps, joint covers, cable tie base etc. suitable for 80 x 50mm PVC trunking shall be included in the scope of work. |
| 426 | Insulating Mat :Supply and fixing in position of 'A' class ELASTOMER' 'insulating mat for protection to operators for working voltages upto 3.3 KV as per IS 15652 - 2006 of size 1000mm (W) as per instructions of EIC. |
| 427 | Providing and fixing danger plates made of mild steel 200x150mm atleast 2 mm thick & vitreous enameled white on both sides and with inscriptions \\"Medium Voltage\\" in single red colour on front side as required. |
| 428 | Supply & fixing of rigid self adhesive photoluminescent AUTOGLO sheet for indoor of different sizes & signage’s as per instruction of EIC. |
| 429 | Providing and Fixing 19 mm thick Fire Retardant Ply IS 5509-1980 for meter cabin at all locations including cutting to required sizes and jointing and fixing the same with necessary screws etc. as directed by the Engineer-in-Charge. |
| 430 | TOTAL OF PART - III - H : MISCELLANEOUS ITEMS |
| 431 | PART - III - I : LED LUMINAIRES, CEILING FANS ETC. |
| 432 | Supply, installation, testing & commissioning of LED luminaires complete with accessories etc on surface of slab/beam by 2 nos (minimum) of 6 mm anchor fasteners or on wall with 2 nos of wood screws, nylon plug etc.,suitable supporting frame fixed with rag bolts grouted on the wall/anchor fastener on the beam/on the column & other fixing accessories etc provision & connection with 1.5 sq.mm multistranded copper conductor FRLS PVC wires etc., all as per drawing, specifications & as per the instruction of E.I.C. Notes: 1) Sample luminaire/fittings shall be got approved from Dept with complete technical data. 2) All luminairess shall be with drivers. 3) Cost of mounting accessories shall be included in luminaires cost. 4) The lumen output indicated is minimum system output of luminaire. 5) No negative tolerance is allowed on minimum system performance parameters indicated in the SOQ and specifications. 6) The CCT of the luminaire shall be decided at time of work execution. |
| 433 | Surface mounted LED luminaire 1200 lumen output similar to M/S Signify make cat no: SM250C LED 12S 6500 PSU WH or eq. approved |
| 434 | Surface mounted LED luminaire 1600 lumen output similar to M/S Signify make cat no: SM251C LED 16S 6500 PSU WH or eq. approved |
| 435 | Surface mounted LED luminaire 2000 lumen output similar to M/S Signify make cat no: SM251C LED 20S 6500 PSU WH or eq. approved |
| 436 | Surface mounted LED luminaire 3300 lumen output similar to M/S Signify make cat no: SM366C LED 33S 6500 PSU OD WH or eq. approved |
| 437 | Surface mounted LED luminaire 1500 lumen output similar to M/S Signify make cat no: SM200C LED 16S PSU'Cirrus mini' or eq. approved |
| 438 | Surface mounted LED luminaire 2000 lumen output similar to M/S Signify make cat no: BN 308C LED 20S 6500 L120 PSU WH or eq. approved |
| 439 | Surface mounted LED luminaire 4000 lumen output similar to M/S Signify make cat no: BN 308C LED 40S 6500 L120 PSU WH or eq. approved |
| 440 | Surface mounted LED luminaire 4400 lumen output having min IP 65 similar to M/s Signify make cat no: WT 201C LED 44S 6500 L120 PSU WH or eq. approved |
| 441 | LED surface mounted bulkhead luminaire fitting having 600 lumen output similar to M/s Signify cat no. WT202 WLED 6S PSU 'Endura LED bulkhead' or equivalent approved. |
| 442 | Supply & erection of 7 to 12W Bollard fixture, 800-1000 mm high, min.IP 65, IK 05, 2700-4000 degree K CCT, with PCC block of 200 x 200 x 200 mm for mounting on ground, anchor fastners, 2 nos 40/33 mm HDPE pipes in PCC block for passage of loop in & out cables etc. earthing etc. complete as required similar to M/S Signify make cat no: BCP150 LED /WW 6S PSU 'LED Bollard' or eq. approved as per instructions of E-I-C. |
| 443 | Street light LED luminaires having a minimum efficacy of 110 Lumen/watt and minimum output of 7000 lumens with 4000 to 5700 degree K CCT & pressure die cast Aluminium housing , UV stablised polycarbonate /toughened glass diffuser havinh IP66 &IK07 protection as per specification |
| 444 | Recessed mounted LED luminaire 4200 lumen output similar to M/s Signify make cat no: RC380B LED42S 6500 G5 L60 W60 PSU OD or eq. approved |
| 445 | Recessed mounted LED luminaire 1500 lumen output similar to M/s Signify make cat no: DN296B LED15S 3000 PSU WH or eq. approved |
| 446 | Surface mounted LED luminaire 1600 lumen output similar to M/S Signify make cat no: SM251C LED 16S 3000 PSU WH or eq. approved |
| 447 | M/s Bajaj make having Cat no BGSBLL 9WFloor Mounted LED spike having power consumption of approximately 6-9 W with CCT of 2700 - 3000 K having IP 65 & IK 07 similar to M/s Bajaj make having Cat no BGSBLL 9W LED WW |
| 448 | Wall Mounted LED step light having power consumption of approximately 3-7 W with CCT of 3000K having IP65 & IK 07 protection similar to M/s Signify make having Cat no BWG 150 LED 50/WW PSU 220-240V 7043 or eq approved |
| 449 | Surface mounted LED luminaire 2400 lumen output having min IP 65 similar to M/s Signify make cat no: WT 201C LED 24S 6500 L120 PSU WH or eq. approved |
| 450 | Emergency Luminaire :LED egress surface/recess, maintained type luminaire (double side viewing) in corridor near staircase with 1 hour backup similar to PEL LED E/M of M/s Prolite with all required hardware, egress symbols etc as per instructions of EIC. |
| 451 | Exhaust fans: |
| 452 | Supply, installation, testing & commissioning of 450mm dia size of exhaust/supply fans , single phase complete with blades, motor, scope includes supply of 3C copper 2.5 sq.mm. flexible chord of suitable length upto Ceiling rose near exhaust fan, aluminium louvers shutters, ragbolt/Anchor fasterner suitable MS angle iron frame made of 45 x 45 x 5 mm , 4 corners covered with 2 mm thick MS sheet to form suitable circular opening with necessary fixing arrangement, angled cowl with wire mesh as per specification, drawing as directed by E.I.C. |
| 453 | Supply, installation, testing & commissioning of 200/225 mm dia size of cassette type exhaust fans, single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length upto ceiling rose near exhaust fan with louvers with bird screen rag and fixing arrangement in window/wall as per instructions of EIC. |
| 454 | Ceiling Fans :Supply, installation, testing & comissioning of following Brushless DC (BLDC) ceiling fans with double ball bearing with following length downrod, canopies, shackles, blades with safety cable suspension (Secondary support safety cable) white colour with all accessories including continous earthing and final connection with 24/0.2 mm dia copper conductor 2/3 core twisted PVC flexible wire etc. Note: BLDC Fan should be as per technical specifications & testing conforming to IS 374/79 with latest amendments all as per specifications & instructions of E-I-C. |
| 455 | 1200 mm sweep with GI down rod of varying lenghts from min 260 mm to 1000 mm as per location & instructions of EIC. |
| 456 | Fan Hook Boxes Supply, installation, testing of concealed fan hook boxes of size 150 x 150 x 75 mm deep fabricated out of 2mm thick M.S CRCA sheet with nominal 12 mm dia M.S tested rod hook with brass earthing stud & welded nut from inside and 2mm thick round M.S cover plate overlapping by 15mm, including red oxide and two coats of white synthetic enamel paints and brass chromium plated screws and cup washers for fixing and all as per conceptional drawing No.:CED/EM /STD/11 R4 & instruction of Engineer-in-charge(Sample box with cover to be got approved before fabrication including the fabricator) |
| 457 | Supply, installation, testing & commissioning of instant type 1 litre capacity water heater to work on 230 V AC supply with 3000 W heating element complete with all accessories, ISI mark, with SS 304 inner container and ABS plastic outer body, PUF insulation between inner & outer container, thermostat , thermal cut out, pressure release valve, 3 Cx 2.5 sq.mm PVC insulated stranded copper chord for interconnection between water heater to junction box, connector, flexible pipe of suitable size for inlet and outlet water connection etc . Scope includes M.S supports fabricated out of 25 mm x 5 mm thick flat fixed on wall with 4 nos. of No. 10 nettle fold screws in wall with nylon/phil plug & all mounting accessories including connection with suitable lugs, all as per specificaiton and instruction of E-I-C. Note: Sample water heater to be submitted for approval. |
| 458 | Swivelling Bracket:Fabrication, supply & installation of swivelling bracket for area light luminaires with 1500 mm long, 25 mm nominal bore dia G.I. pipe (class-B) as per IS 1239 bent into required shape for bracket & fixed in 450 mm long, 32 mm nominal bore dia GI pipe class-B having 3 nos of clamping arrangment made up of 300 mm long 40x5 mm G.I. strip, welded suitably to it (32 mm dia G.I. pipe) including making 2 nos of 8mm holes on 32 mm dia G.I. ppe for welding suitable nuts on pipe with required bolts for tighting the bracket fixed on surface of wall/slab/beam by 6 nos of minimum 10mm anchor fastners with coach screws,painting of whole bracket with two coats of enamel paint by dipping method etc. Note: Scope laso includes providing earthing to bracket by interconnecting with 1.5sqmm wire to junction/ terminal box. |
| 459 | TOTAL OF PART - III - I : LED LUMINAIRES, CEILING FANS ETC. |
| 460 | PART - III - J : ROOFTOP SOLAR PV SYSTEM |
| 461 | Solar PV plant system package: Design, Supply, instalation, testing and commissioning of solar PV based plant comprising each of Mono- crystalline Solar Photo Voltaic Modules connected in series to form strings and various strings connected in parallel to form aarray to generate DC power complete with solar inverter having built in MPPT's , all interconnecting solar copper DC cables with suitable connectors (module to module andupto array junction box and inverter), seperate array junction box having suitable 1000V, DC fuses, DC swich-disconnectors and required no. of surge protection devices, including providing 1.1KV grade XLPE insulated,PVC inner sheathed,G.I. strip armoured, FRLS PVC outer sheathed copper conductor cable between inverter and Solar PV MDB IN ELECTRICAL ROOM,termination with suitable glands and lugs etc. complete in all respects as per the detailed technical specifications and instruction of EIC & of the following capacities: Note: The bunch of DC cables from different strings shall be laid suitably in liquid tight flexible PVC coated galvanised steel conduit between grids of PV modules, from grid array juncton box and array junction box to inverter. The quantity of conduit is measure seperately under miscellaneous item NO. 418 |
| 462 | Min. 20 kWp Solar PV system with min.20 kWp input rated solar inverter |
| 463 | PV Module mounting structure items |
| 464 | Design, Fabrication,Supply, installation, testing and commissioning of completely modular GI mounting structure on rooftop for base structure for PV panel mounting, fabricated with hot dip galvanized MS channel and angels of different sizes for module mounting/fixing complete in all respects as per tender specification and as instructed by EIC |
| 465 | Supply, installation, testing and commissioning of Stainless steel (SS304) bolts & nuts of appropriate size with spring type washers for mounting the Solar module on GI mounting structure to bear the loading of PV modules |
| 466 | Supply, casting, installation of rectangular cement concrete blocks of suitable weight & suitable dimension with M20 grade PCC for dead weight support for Solar PV array structure as per tender specification & as instructed by EIC |
| 467 | TOTAL COST OF PART - III - J : ROOFTOP SOLAR PV SYSTEM |
| 468 | PART - III - K : TELEPHONE SYSTEM |
| 469 | Telephone Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25-40 mm dia rigid PVC conduit (HMS variety - ISI marked,conforming toIS 9537 Part-III) concealed in slab /wall or surface with 5mm thick G.I.spacer & 20 SWG GI Saddle fixed with nylon plug, wood screws etc. complete with all conduit accessories suitable MS pull boxes of suitable sizes as persite condition wherever required M.S. telephone point accessories boxes fabricated out of min 18 SWG/20 SWGthick CRCA sheet zinc passivated , brass earthing studs 1/2 nos., RJ-11 telephone socket outlets with shutter ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, labelling all as per drawing specifications & as per instructions of E-I-C. NOTE: 1. Point wiring means 4 pair CAT-6 wires from TelephoneTag Block to assigned point including end termination ofone pair at both sides and other pairs should be keptspare. 2. G.A drawings & fabrications drawing are to be got approved from E-I.C. |
| 470 | Point wiring for telephone point with 4 pair CAT-6 wire with RJ 11 jack type socket with shutter in a box with connector |
| 471 | Telephone Tag Block (TTB) : Supply, installation, testing & commissioning of following readymade Krone connector telephone tag block box, 18SWG MS CRCA sheet, concealed/surface mounted on MS frame of size 40 x 40 x 5mm and grouted on the wall/fixed on the column free standing type with anchor fasterners,cable end/wire way box,if required, with adequate spacefacility to be provided in the TTB, with front operable hinged door, neoprene rubber/cork gasket for joints, wire bunching clamps , name plate etc. all as per standards,specification, drawing & instructions of E.I.C. Note: 1) Point distribution diagram shall put in side the DB withpolythene protective cover. 2) All fabrication drawings shall be got approved. 3) Disconnection module shall be Krone Part No.69011006-02 or equivalent approved. |
| 472 | 20 pair telephone tag box : A set consisting of : 1) Disconnection module 2 /10 --> 2 nos. 2) Back mounting frame - 2/11 --> 1 nos( C.T. box with mounting bracket ) 3) Transparent dust cover --> 1 no. complete with all accessories 4) Label Holder - 1 nos. |
| 473 | Telephone cables & end joints. |
| 474 | Supply, installation, testing & commissioning of jelly filled telephone cable with copper conductor, PE insulated, cores twisted, G.I. wire/strip armoured, PVC sheathed cable fixed on wall/ column / slab on 5mm. thick GI spacer/MS flat support fixed with wood screws with 20 SWG GI saddle etc all fixing accessories and as directed by E-I-C.0.5 mm dia 20 pair Telephone cable |
| 475 | End jointing of Telephone cable with all jointing materials like cable gland, ferrule lugs, ferrule numbers, wire dressing clamps/button tapes, etc. complete including all jointing materials and with necessary special tool kit for KRONE type connector and as directed by E-I-C.0.5 mm dia 20 pair Telephone cable |
| 476 | TOTAL COST OF PART - III - K : TELEPHONE SYSTEM |
| 477 | PART - III - L : ELEVATOR WORKS |
| 478 | Design, fabrication, manufacture, assembly, delivery to site, installation, testing, commissioning and handing over of min. 20 passenger (1360 kg)capacity lift having contract speed of 1.0 m/s serving different floors in the existing lift shaft as per m/s serving different floors in the existing lift shaft as per detailed specifications enclosed, lift rules, IS , as per instructions of E-I-C and as under : |
| 479 | 1. Machine room less with gearless electric drive2. Duty load : Min. 20 passenger (1360 kg)3. Speed : 1.0 m/s4. Floors served : 35. Stops & opening : 3 (same side).6. Controller : A.C. variable voltage & variable frequency with closed loop control.7. Operation : Microprocessor based single automatic push button / full collective with /without attendant.8. Power - 415 V, 3 phase, 50 Hz, 4 wires system9. Type of doors :a) Car : Power operated, centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction.b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction.c) Tamper proof infra-red full width and full height of the opening with backup protection.10. Lift car floor: Granite flooring of approved pattern as per tender drawing.11. Automatic rescue device complete with dry maintenance free batteries as required.12. Additional feature in COP & LOP : Contactless call booking system based on QR code based smart mobile application/ social messaging platform. |
| 480 | TOTAL OF PART - III - L : ELEVATOR WORKS |
| 481 | PART -IV : REBATE FOR TAKING AWAY (DEDUCT) |
| 482 | Rebate for taking away the materials including labour, loading, unloading, transportation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. |
| 483 | Old Reinforcement steel bars, structural steel members, GI pipes, CI pipes, steel frames, steel windows, roofing Sheets, barbed wire, Chain link fencing, concertina coil, weld mesh |
| 484 | Old aluminium frames. shutter, members, fittings |
| 485 | Old wooden door & window frames etc., Old wooden panelled door shutter, Flush door shutters, Ply, block boards |
| 486 | Taking away the container of following sizes from location including dismantling, site cleaning, loading and unloading etc. complete all as per specification and directed by EIC. |
| 487 | Containers of size 3m x 10m x 2.9m height (at ridge) and 2.6m height (at periphery). |
| 488 | Containers of size 3m x 7.5m x 2.9m height(at ridge) and 2.6m at periphery. |
| 489 | TOTAL Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 22, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender