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| 1 | Descrition |
| 2 | Schedule A -Preventive Maintenance of Station |
| 3 | Schedule-B : Preventive Maintenance of Viaduct and Station Girders |
| 4 | Schedule-C : Preventive Maintenance of Tunnel |
| 5 | Schedule -E : Items/Works not mentioned in above schedules (A to D) but mentioned in DSR/NDSR/SSR.(Inc. Supply of Manpower) (NOTE : Bidder should quote fix value 20000000.00 in this Scheudle ) |
| 6 | A .Carrying out Station Rooftop Inspection, Inspection of Baffle Ceiling, Inspection of Rain water downtake pipes & Pipes hanging with towel rod with clamps below concurese level and Walls of all rooms, parpet of platform& concourse (Total scope of 28 nos. of Stations ) as per attached checklist attached :(100% of total scope per year) |
| 7 | Wall Inspection, Baffle Ceiling: Inspection of all peripheral station wall at all levels, all technical rooms wall, all wash room walls, platform parapet walls etc.[Note : 1. The cost of consumables will be paid separately except hardware like nuts/bolts and nails etc. which are included in this item. 2. The contractor has to carry necessary tools and equipment's, like ladder, scaffolding etc. within the quoted price. Contractor should record the Inspection Details as per MahaMetro Format.]-Check for corrosion, rust, or structural damage to metal sheets and support structures.-Inspect and tightening each baffles to ensure no loose, missing fasteners, bolts, and joints.(Including Scaffolding) Refer SOP of Pune Metro -O&M/Civil/SOP/01 for Baffle Ceiling Maintenance. |
| 8 | Carrying out Station rooftop Inspection by unmaned arial Vehicle(UAVs). Scope of work consist of routine inspection of elevated station components using Unmanned Aerial Vehicles (UAVs), ensuring early detection of faults, defects, and potential safety hazards. Inspection should cover roof Sheets visual assessment for corrosion, displacement, deformation, or damage, Detection of loose panels, fasteners, or sealants, Verification of continuity and alignment with codal norms, Façade Elements, Inspection of cladding integrity, joint sealants, and anchorage systems, Identification of cracks, staining, or water intrusion, Assessment of safety risks due to loose or deteriorating façade components, Roof-Level Drainage System, Evaluation of gutter and downpipe condition, alignment, and blockage, Inspection of water outlets and flow paths, Detection of debris accumulation and potential leakage points. Including submission of Report covering all the above mentioned aspects. |
| 9 | Carrying out inspection of rain water down take pipes and Pipes hanging with towel rod with clamps below concourse level Inspect and tightening each pipe joint to ensure no loose, missing fasteners, bolts, and joints.(Including Scaffolding, Manpower and machinery) |
| 10 | Cleaning of valley gutter at roof level and roof of stations: (21 Stations)The Contractor has to clean observed blockages and loose material if any, at roof level valley gutter and station roof (Including Scaffolding, Manpower and machinery |
| 11 | Cleaning of valley gutter at roof level and roof of stations: (21 Stations) |
| 12 | Schedule-B : Preventive Maintenance of Viaduct and Station Girders |
| 13 | A Carrying out Routine and Detailed Inspection of Viaduct as per viaduct maintenance manual and works manual of Pune Metro Project for total scope 28.079 kms for a period on One year. |
| 14 | Carrying out routine Inspection of Viaduct as per viaduct maintenance manual and works manual of Pune Metro Project: (80% of total scope per year) |
| 15 | To carry out the scheduled routine inspection as per Viaduct manual clause 2.4 of Pune Metro:- Inspection of foundation, sub-structure, pier protection, Pier, Pier cap, Bearing pedestal, bearing, seismic arrestor, super-structure, expansion joint, hand rail, drainage arrangements, measurement of camber of PSC Segmental Box girder, I-girder and steel girder with required manpower, machinery, tools, tackles and Competent Engineers and record of same in bridge inspection Register along with photograph of each bearing. |
| 16 | Camber Measurement: Contractor has to measure Camber of PSC Segmental box Girder, I-girder, Composite steel girders using total station and record of same in Bridge register and compare the measurement with Previous year Measurement. Permanent marking on the structure should be carried out during measurement. |
| 17 | Bearing Inspection(Physical or through Unmanned Aerial System):The contractor has to inspect the bearings, cleaning of Debris / dirt around bearing by physical of through unmanned aerial system (confirming to RDSO guideline BS 129) in all Piers and portals, and copy of inspection report along with Photography as specified in Scope of work should be submitted to PMRP as per engineers instruction. |
| 18 | Visual Inspection: The inspection shall be conducted either visually or through an Unmanned Aerial System (confirming to RDSO guideline BS 129). The Contractor shall inspect the condition of the foundation, median and pier protection wall, RCC pier, pier cap, bearing pedestal, bearings, seismic arrestors, superstructure components including PSC segmental box girders, I-girders, steel girders, handrail(Fixing and tightening of nut bolts), expansion joint(fixing, tightening of nut bolts), protective works, and waterway for scouring, silting, any slips or settlements. The Contractor has to record of same to be maintained in Bridge register and also has to clean any loose material observed at Sub and Super structure. |
| 19 | Drainage Arranagements:The Contractor has to inspect the condition of drainage arrangements and cleaning of any blockage/choked Viaduct spouts and down take pipeline, viaduct deck and inside segment and its disposal |
| 20 | Carrying out Detailed Inspection(Physical Inspection) of Viaduct (Total scope of 28.079 Km length) as per viaduct maintenance manual and works manual of Pune Metro Project: (20% of total scope per year; Min 7 Nos of Steel girders to be inspected) |
| 21 | To carry out the schedule of Detailed inspection as per Viaduct manual clause2.4 of Pune Metro):- Inspection of foundation, sub-structure, pier protection, Pier, Pier cap, Bearing pedestal, bearing, seismic arrestor, super-structure, measurement of camber, expansion joint, hand rail, drainage arrangements of PSC Segmental Box girder, I-girder and steel girder with required manpower, machinery, tools, tackles and Competent Engineers and record of same in bridge inspection Register along with photograph of each bearing. |
| 22 | Camber Measurement: Contractor has to measure Camber of PSC Segmental box Girder, I-girder, Composite steel girders using total station and record of same in Bridge register and compare the measurement with Previous year Measurement. Permanent marking on the structure should be carried out during measurement. |
| 23 | Bearing Inspection: The contractor has to inspect, cleaning of Debris / dirt around bearings in all Piers and portals and copy of inspection report along with Photography as specified in Scope of work should be submitted to PMRL as per engineers instruction. |
| 24 | PSC Segmental Box girder and I-girder: The Contractor has to inspect the Sub structure and Super structure and copy of inspection report along with Photography as specified in Scope of work should be submitted to PMRP as per engineers instruction. Condition of RC Pier, Protective works and water way Scours, Slip Or Settlement, Condition of Bearing pedestal, Painting, Condition of PSC/Concrete/Composite Girder in super structure/ Condition of Girder/beams, any crack or defects, Condition of handrail(Fixing and tightening of nut bolts),Condition of expansion joint(fixing, tightening of nut bolts), Condition of median and pier protection wall, Condition of footpath and walkway platforms and record of same in Bridge register.Cleaning any loose material observed at Sub and Super structure. |
| 25 | Steel Bridges: Performing Detailed Inspection with simultaneous corrective maintenance work such as checking & tigtening of nut bolts with correct torque, pen locking of nut bolts, scraping/removing/rectification of corroded surfaces, checking of welded connections, etc, of all Bridge/O&M assets of Bridge, such as Steel Girders, Composite Girders, Open web girders, bearings, etc., with all the tools, equipments & machineries required as applicable, including submission of Inspection Report in prescribed format as per Maha-Metro Bridge Manual /as per direction of Engineer in-charge, complete. Cleaning any loose material observed at Sub and Super structure. |
| 26 | Drainage Arranagements:The Contractor has to inspect the condition of drainage arrangements and cleaning of any blockage/choked Viaduct spouts and down take pipeline, viaduct deck and inside segment and its disposal |
| 27 | B. Carrying out Routine and Detailed Inspection of Station Bearings & Girders |
| 28 | Carrying out Routine Inspection of Station Bearings (Total scope 23 station) as per maintenance manual and works manual of Pune Metro Project (80% of total scope per year) Bearing Inspection: The contractor has to inspect the bearings in all Station Pier arms and copy of inspection report along with Photography as specified in Scope of work should be submitted to PMRL as per engineers instruction. Cleaning any loose material observed at pier arm. |
| 29 | Carrying out Detailed Inspection of Station Bearings and Girders(Total scope 23 station) as per maintenance manual and works manual of Pune Metro Project (20% of total scope per year)The contractor has to inspect the performing detailed Inspection of all Station Steel Girders, Composite Girders, I girders, bearings, etc., with the all required tools, equipment's & machineries required as applicable, including submission of Inspection Report in prescribed format as per Maha-Metro Works Manual / Engineer in-charge complete.Cleaning any loose material observed at pier arm. Minimum Manpower requirement for Schedule-BTeam Leader for overall Scope of Work -01; SSE/Bridge Engg-01 (For Viaduct ); Junior Engg-01; Billing Engineer-01 (Over all Scope of Work ) (including scaffolding,Machinery and Tools.). This manpower will not be payable under any other schedule. Contractor to quote accordingly. |
| 30 | Schedule-C : Preventive Maintenance of Tunnel |
| 31 | A. Routine Inspection & Maintenanace including submission of inspection report : (Once in every six months)To carry out routine inspection and maintenance of tunnel section as per schedule of Tunnel maintenance Manual (Total Scope of 6 Km Length). Scope of work consist of routine inspection including maintenance tasks such as cleaning of the build-up dirt and debris, to ensure effective functioning of drainage system.- To carried out Inspection & cleaning of Ring Beam, Cross passages, Bored Tunnels, Box Tunnels, NATM Tunnels sections and refer Tunnel Maintenance manual and its Annexures, Checklists.- To Inspect & clean Concrete Surfaces, Door, Block Masonry, Handrails and Gates, Cracks in Segments, structural damages such as Tunnel lining, Railings and walkways, Cracks, Slides, or slope failures in embankments, Tilt in walls, Fallen or loose material, Plumbing System, Missing or loose nuts and bolts, Surface deterioration, Seepage through segment Joints, Seepage through grout socket, Seepage through permanent retaining walls etc.-Cleaning of dirt, debris and removal of blockage of cross drainage work that drainage system Note : The cost of new items will be paid separately except small hardware like nuts/bolts, nails, cleaning tools, blockage removal machine etc. which are included in this item.-The contractor has to carry necessary manpower, tools and equipment's within the quoted price. Contractor should be record the Inspection details as per Maha-Metro format and submit the same within mentioned time frame.-Each month the contractor has to complete minimum 15% of the total quantities to achieve the 100% of the work within 6 months. |
| 32 | 2.0 Schedule-D : Corrective Maintenance of Station, Viaduct and Tunnel A Station 1.Doors/Windows |
| 33 | Providing & fixing 10 mm dia stainless steel tower bolt 200mm long with all screws etc. complete as directed by engineer in charge. |
| 34 | Providing & fixing of Stainless steel Al-drop of 180mm length and 16 mm di a size. The rates are inclusive of all men, material, taxes, duties etc. complete and nothing shall be paid extra. |
| 35 | Providing and fixing 250 mm long two stainless steel handle in a toilet door with all necessary screws etc. complete |
| 36 | 49.T-68 Building (Bd-T : Doors and windows)Door Stopper Stainless Steel.R.A. Unit : 1 / Per No |
| 37 | 49.V-245 Building (Bd-V : Water supply and sanitary fittings)Hydraulic door closer R.A. Unit : 1 / Per No |
| 38 | Providing and fixing chromium plated brass 100mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 39 | Providing & fixing 6 lever/pin cylinder mortise lock, latch set complete with door strike, lever or knob handle, screws etc. complete in stainless steel of approved manufacture for use of panelled/solid/glazed door etc. including all fixing and other accessories as required as per drawing, specification and as directed by engineer-in-charge complete. (make- dorma, door set or as per approved list). |
| 40 | Providing & fixing of stainless steel L-drop 12 inch with all nuts, screws drilling by employing skilled carpenter in non fire door along with a pad lock (pad lock make; Harisons or its equivalent) all complete as per the direction of Engg-in-charge. |
| 41 | Providing and fixing glass door assembly as hinge, locks, floor spring, patch fittings (Make Dorma) etc. for excess fare office. All complete job as per instruction of engineer in charge |
| 42 | Providing and fixing glass door assembly as hinge, locks, floor spring, patch fittings (Make Dorma) etc. for excess fare office. All complete job as per instruction of engineer in charge |
| 43 | Schedule -E : Items/Works not mentioned in above schedules (A to D) but mentioned in DSR/NDSR/SSR.(Inc. Supply of Manpower) |
| 44 | Provisional sum for item not covered under the above mentioned schedules of items. 1. All item of work which are not covered in BOQ but are required to be carried out as per direction of Engineer, will be based on list of concerned item as available in following latest Schedule of Rates (SOR) of work. i. Schedule of Rates of SCHEDULE OF RATES FOR BUILDING WORKS PUNE CITY (AMC) YEAR:-2024-25 issued by GOVERNMENT OF MAHARASTRA ROAD AND BUILDING DEPARTMENT. ii. SCHEDULE OF RATES FOR BUILDINGS, ROADS & BRIDGES WORKS OF PUNE DISTRICT for the year 2024-25 of Road & Building (R&B) Department of Government of Maharashtra. iii. Delhi Schedule of Rates (DSR) 2024-25 of CPWD.Note: Minimum rate should be consider among above. Please Enable Macros to View BoQ information |
