Tender For Construction Of Foot Over Bridges (1) Shahbad Dairy On Badli - Bawana Road (2) Near A-2 Block Jeevan Park Bus Stand (Near Major Deepak Tyagi Red Light) And (3) Near Mata Chanan Devi Hospital (C-1 Red Light) In Janakpuri Constituency (Ac-30
Tender Value
11.56 Crore
Estimated cost
Bid Submission
10 Sep 2026
19 days left
EMD
21.56 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
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Foot Over Bridges (1) Shahbad Dairy On Badli - Bawana Road (2) Near A-2 Block Jeevan Park Bus Stand (Near Major Deepak Tyagi Red Light) And (3) Near Mata Chanan Devi Hospital (C-1 Red Light) In Janakpuri Constituency (Ac-30) On Pankha Road Under North Maintenance Zone, Pwd, New Delhi. (Sh:- Civil And Electrical Works).
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (a) Nominal concrete 1:3:6 or richer mix (including equivalent design mix). |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 9 | Foundations, footings, bases for columns |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Providing and laying in position ready mixed M-30 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.Note:- Cement content considered in this item is minimum @350 kg/cum.Nothing extra shall be payable on account of design mix specify more than @ 350 kg/cum. |
| 18 | All works upto plinth level. |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge. Note:- Cement content considered in this item is minimum @350 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 350 kg/cum. |
| 20 | All works above plinth level upto floor V level |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | Providing, fabricating, transporting, assembling and erection in position of steel member for foot over bridge using structural steel plates & Rolled section (conforming to IS:2062 Grade Fe 410WA, normalised / controlled cooled, Yield strength-240 Mps) to the required profile and shape as called for as per the drawing and specification. This item includes preparations of fabrication shop drawing and their approval, necessary templates, adequate temporary supports, scaffolding and staging, all cutting, grinding, welding (using automatic submerged arc welding and gas metal arc (MIG) welding) including hexagonal black bolt & all labour, tools, plants & equipments and operation etc. required to complete the job as per drawing and specification. The prime coat on steel sections is also included in the cost. Every precaution to be taken to prevent rusting of sections. This item also includes all tests on materials and welded fabricated parts as per specifications and direction of Engineer-in-charge. |
| 24 | Providing, fabricating, transporting, assembling and erection in position of steel member for foot over bridge using structural steel in Built up tubular trusses,etc (conforming to IS:2062 Grade Fe 410WA, normalised / controlled cooled, Yield strength-240 Mps) to the required profile and shape as called for as per the drawing and specification. This item includes preparations of fabrication shop drawing and their approval, necessary templates, adequate temporary supports, scaffolding and staging, all cutting, grinding, welding (using automatic submerged arc welding and gas metal arc (MIG) welding) including hexagonal black bolt & all labour, tools, plants & equipments and operation etc. required to complete the job as per drawing and specification. The prime coat on steel sections is also included in the cost. Every precaution to be taken to prevent rusting of sections. This item also includes all tests on materials and welded fabricated parts as per specifications and direction of Engineer-in-charge. |
| 25 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 26 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 27 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 28 | Granite work |
| 29 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 30 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 31 | Providing and fixing multi walled transparent / opaque 10 mm thick polycarbonate sheet of required colour blue, brown or green etc. UV co-extruded and having UV coating on one side multi walled sheet of weight not less than 1.60 to 2.05 kg/sqm as approved by Engineer-in-charge. The light transmission from transparent or translucent or opaque polycarbonate sheet varies from 30 to 80% and shall be decided by engineer in charge as per requirement.The panel shall satisfy the Dart drop impact test for value above 15 and upto 60 Joules and confirm either flame retardancy of class UL-94HB/94V-0 category as per IS14434:2023 or category V0 & HB as per ASTM D635-18 or BS1D0 classification as per EN13501 for fire safety.The yellowness index tested as per ASTM E313 (D1925) shall be less than or equal to 2 or it shall be 1 units as per ASTM D 2244 at the time of installation and shall be less than or equal to 10 as per ASTM E313 (D 1925) or 6 units as per ASTM D 2244 on a sample after 5000 hours of exposure of UV / sun light.The multi walled poly carbonate sheet shall be fixed on tubular steel structure with aluminium Alcox section of size 60 × 18 × 2 mm (anodized 25 micron thick) and weight not less than 0.462 kg/metre. Weather proof Neoprene / EPDM rubber gasket shall be fixed on both side of joints to make the whole structure water tight as per approved design/drawings.The aluminium section shall be fixed on joints at both sides (top & bottom) of polycarbonate sheet to hold the sheets rigidly together. The weather proof neoprene gasket and aluminium profile shall be fixed and sealed with silicon sealant to make the joints fully water proof.The open overhead ends of polycarbonate sheet to be sealed with anodised aluminium U profile / channel of size 10 × 10 × 1.5 mm thick of weight not less than 0.2 kg/m.The polycarbonate sheet and aluminium profile shall be fixed to MS framed structure with self-taping and self-drilling 55 mm long steel screws to be fixed @ 300 mm centre to centre.The rate shall be inclusive of cost of all material involved such as polycarbonate sheet, aluminium profile and aluminium channel, EPDM gasket, self-taping screws, nut bolts, silicon sealant or any other material required for fixing the sheet but excluding the cost of steel structure which shall be paid separately including hoisting the sheets and fixing in position in required scaffolding shape.The rate shall also include the cost of all T & P scaffolding and safety precautions required during execution of the work.The entire work shall be executed with 10 mm thick and U-value not more than 2.50 W/m²K. |
| 32 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 33 | On steel work |
| 34 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 35 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. |
| 36 | Using rough kota stone. |
| 37 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : |
| 38 | Using rough kota stone. |
| 39 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 40 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 41 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 42 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 43 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 44 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 45 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 46 | Multyplying by gst correction factor 0.973 on DSR items |
| 47 | Add cost index 4.03 % |
| 48 | PROVIDING CONSULTANCY SERVICES FOR COMPREHENSIVE ARCHITECTURAL & ENGINEERING PLANNING AND DESIGNING OF FOOT OVER BRIDGE including conducting topographical survey of each side for a length of 150 mtr. road from FOB, soil investigation and preparation of detailed architectural drawings, structural and internal as well as external services drawings, internal and external electrical installation, provision of lifts etc., development works, preparation of Good For Construction (GFC) drawings for architectural, structural and internal as well as external service drawings, development works, getting it proof checked from Proof consultant of reputed Govt. institution such as IIT & NITs. During construction, periodical inspection of site and resolving various issues related to construction, preparation of completion plans and As Built drawings and getting approval from UTTIPEC, submission of completion plans to UTTIPEC and getting it approved from them and any other activity and service required to make the FOB functional etc. complete as per the direction of Engineer-in-Charge. |
| 49 | Part- \\"B\\" |
| 50 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 51 | All kinds of soil |
| 52 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 54 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 56 | Foundations, footings, bases of columns, etc. for mass concrete |
| 57 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 58 | Shelves (Cast in situ) |
| 59 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 60 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 62 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 63 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level |
| 64 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 65 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 66 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 67 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 68 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 69 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 70 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade |
| 71 | Area of slab upto 0.50 sqm |
| 72 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 73 | Granite work |
| 74 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 75 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 76 | Extra for pre finished nosing to treads of steps of marble stone. |
| 77 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. |
| 78 | 12 mm cement plaster of mix : |
| 79 | 1:4 (1 cement: 4 fine sand) |
| 80 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 81 | On Steel work |
| 82 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 83 | Providing and erecting 2.00 metre high temporary barricading at site as per drawing / direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required 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. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 84 | Taking out existing kerb stones of all types from footpath / central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 85 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 86 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 87 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. |
| 88 | With granite stone of area less than 0.50 sqm. |
| 89 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 90 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. |
| 91 | Providing and fixing 10x10x7.50 cm Delhi Quratzile stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. |
| 92 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 93 | With average thickness of 120 mm and minimumthickness at khurra as 65 mm. |
| 94 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). |
| 95 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation.In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places.Note:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL accredited lab or any other accredition body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 (1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr (2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml. (4) Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm (5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test. Tests to be conducted on site.(6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml |
| 96 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc., all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by the technical sanctioning authority as per the site requirement. |
| 97 | Multyplying by gst correction factor 0.973 on DSR items |
| 98 | Add cost index 4.03 % |
| 99 | Providing & fixing 10 mm thick coloured multiwall polycarbonate sheet roofing in approved patteren over M.S. frame including required adequate locking profile of anodised alluminium weight not less than 0.280 kg/m of 25 micron, Neoprene/EPDM rubber gasket of required size/shape sealing the joints of sheet with weather proof silicon sealent of approved make and providing perforated antidust anodised alluminium angle of suitable size, wherever required etc., complete as per direction of Engineer-in-charge. |
| 100 | Disposal of silt, sludge, building rubbish, earth mixed malba, plastic bags, all type of floating, solid and semi- solid malba/ rubbish / similar unserviceable dismantled or waste materials by mechanical means/including loading, transporting and unloading the same at any authorized Municipal/ any other Dumping Ground including weighing at plant etc. complete as per direction of Engineer-incharge. weighing and unloading at the plant shall be as per procedures/ rules of the Dumping Ground Management. The rates are inclusive of all operations, labours, leads and lifts from site of work to the authorized Municipal/ any other Dumping Ground. (Processing fees at prescribed rate of dumping ground will be deposited by the agency and shall be reimbursed by the department on production of only original cash receipts). (Payments for disposal under this item will be made on production of original Municipal dumping ground receipts), the agency shall also submit pre & post photograph in soft/hard copy. |
| 101 | Reimbursement of processing fee deposited at MCD Dumping yard from local dumping yard for disposal of Malba, Rubbish, silt from drains etc. (Original receipt required for reimbursement and to be verified from concerned department by Engineer in Charge) |
| 102 | Providing, fabricating, transporting, assembling and erection in position of steel member for foot over bridge using structural steel plates & Rolled section (conforming to IS:2062 Grade Fe 410WA, normalised / controlled cooled, Yield strength-240 Mps) to the required profile and shape as called for as per the drawing and specification. This item includes preparations of fabrication shop drawing and their approval, necessary templates, adequate temporary supports, scaffolding and staging, all cutting, grinding, welding (using automatic submerged arc welding and gas metal arc (MIG) welding) including hexagonal black bolt & all labour, tools, plants & equipments and operation etc. required to complete the job as per drawing and specification. The prime coat on steel sections is also included in the cost. Every precaution to be taken to prevent rusting of sections. This item also includes all tests on materials and welded fabricated parts as per specifications and direction of Engineer-in-charge. |
| 103 | Providing, fabricating, transporting, assembling and erection in position of steel member for foot over bridge using structural steel in Built up tubular trusses,etc (conforming to IS:2062 Grade Fe 410WA, normalised / controlled cooled, Yield strength-240 Mps) to the required profile and shape as called for as per the drawing and specification. This item includes preparations of fabrication shop drawing and their approval, necessary templates, adequate temporary supports, scaffolding and staging, all cutting, grinding, welding (using automatic submerged arc welding and gas metal arc (MIG) welding) including hexagonal black bolt & all labour, tools, plants & equipments and operation etc. required to complete the job as per drawing and specification. The prime coat on steel sections is also included in the cost. Every precaution to be taken to prevent rusting of sections. This item also includes all tests on materials and welded fabricated parts as per specifications and direction of Engineer-in-charge. |
| 104 | Providing Consultancy Services for Comprehensive Architectural design & engineering planing and designing of Foot over Bridge of Nigambodh ghat including conducting topographical survey of each side for a length of 150 mtr. road from FOB, soil investigation and preparation of detailed architectural drawings, structural and internal as well as external services drawings, internal and external electrical installation, provision of lifts etc., development works, preparation of Good For Construction (GFC) drawings for architectural, structural and internal as well as external service drawings, development works, getting it proof checked from Proof consultant of reputed Govt. institution such as IIT & NITs. During construction, periodical inspection of site and resolving various issues related to construction, preparation of completion plans and As Built drawings and getting approval from UTTIPEC, submission of completion plans to UTTIPEC and getting it approved from them and any other activity and service required to make the FOB functional etc. complete as per the direction of Engineer-in-Charge |
| 105 | Part- \\"C\\" |
| 106 | Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:-(i) Speed-1 MPS(ii) Floors-2 (G+1)(iii) Travel -7-9 Meters (approx.)(iv) Stops & opening- 2 stops and 2 openings(v) Controller: A.C. variable voltage & variable frequency(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required.vii) Operation: Microprocessor based single automatic push button /simplex selective collective/duplex collective selective with/without attendant(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system(ix) Car Enclosure: Stainless steel scratch proof(Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting.(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge.(xi) Type of doors(a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish).(b) Landing doors: stainless steel scratch proof .(xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car.(xiii)Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator.(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder.(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency.(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness.(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provideda) 13 passenger (884kg) |
| 107 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 108 | Group C |
| 109 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 110 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 111 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 112 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. |
| 113 | 25 mm |
| 114 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.3 x 1.5 sq. mm |
| 115 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 116 | 90 mm dia. (OD 90 mm & ID 76 mm Nominal) |
| 117 | Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size etc. as required. |
| 118 | 4 x 16 sqmm Al. conductor armoured power cable |
| 119 | 3.5 x 50 sqmm Al. conductor armoured power cable |
| 120 | 3.5 x 95 sqmm Al. conductor armoured power cable |
| 121 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. |
| 122 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 123 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 124 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 125 | Above 35 sq. mm and upto 95 sq. mm |
| 126 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 127 | 4 X 16 sq. mm (28mm) |
| 128 | 3½ X 50 sq. mm (35mm) |
| 129 | 3½ X 95 sq. mm (45mm) |
| 130 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 131 | Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP 66, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. |
| 132 | 40 watt Powder coated die cast /Extruded aluminium Body |
| 133 | Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR -15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 134 | 150 Watt |
| 135 | Provision for pole / wall mounted box (300X200x105) mm size made out of (SMC) sheet moulding compound dust & wheather proof with front openable hinged type cover with locking arrangement i/c providing and fixing of following accessories on existing pole / wall with suitable arrangement as required:a) 32 amp 5 way connector with bakelite baseb) 6 amp SP MCB \\"C\\" curve (10 KA )- 1 No.c) Earth stud - 2 setsd) 40 x 5 clamp with 2 nos 3/8\\" Nuts & Bolts - 1 set as required.e) push and clip handle to close/open- 1no |
| 136 | Fabrication, supplying and installation of indoor type cubical Feeder Pillar of depth not less than 40 cm, made out of M.S sheet 2 mm thick (14 SWG) duly compartmentalized having 4 strip aluminium bus bar of minimum 150 Amp., capacity double door with locking arrangement for protection from rain dust, duly fixed on MS Angle iron frame work of size 50 mm x 50 mm x 60 mm. (NS) 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Stone aggrete 20 mm) and having following accessories mounted inside the cubical panel board i/c making connection, interconnection with aluminium thimbles, earthing with two nos, earth studs duly painted with one coat of red oxide & two coats of superior quality enamel paint complete etc. as required. (The panel should by fabricated from CPRI approved manufacturer).(01 Job) |
| 137 | Fabricating, supplying and fixing of wire mesh protection frame work fabricating with 40 x 40 x 6 mm thick angle iron/Tee iron having intermediate members of size 25 mm x 6 mm (GI wire should be 6SWG) flat strip welded at 30 cm in each sections & duly welded with hard drawn wire fabric mesh of size 25 mm X 75 mm having weight not less than 7.5 Kg/Sqmtr. and making main door gate provided with two nos. sliding bolt with godown locks with operating handle welded from inside of the door i/c providing and fixing of four no. legs of same angle size of 90 cm length duly grouted in foundation (30 x 30 x 45) cm (deep) in 1:2:3 cement concrete & painting with one coat of red oxide & two coat of super synthetic luminous paint of approved colour and quality etc. complete as reqd. {Area of hard drawn wire fabric with angle (Exceptlegs) shall be measured for payment} |
| 138 | Supplying and fixing following electrical accessories in the existing cubical panel, DBs, feeder pillar including connection, inter connection with suitable size connectors complete etc. as required |
| 139 | 125 A, 16 kA,TPMCCB |
| 140 | 63/100 amp TP MCCB 16 KA (Ics = 100% Icu) |
| 141 | Digital Ammeter & Voltmeter with CT & selector switch |
| 142 | Phase indicating lamp (RYB) with MCB Control |
| 143 | 70 Amp, 3 Pole Power Contactor |
| 144 | Digital Time Switch |
| 145 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).a) 4 way (4 + 12), Double door |
| 146 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.a) Single pole |
| 147 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A |
| 148 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 149 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 150 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 151 | Supplying, Installation, testing and commissioning of Metal Enclosure fabricated from 2 mm CRCA Sheet and in-built link suitable upto 4 Pole,125 A MCCB and and to accommodate upto 70 sq. mm. 3.5 core Aluminum armoured cable etc. complete as required at site. |
| 152 | Part- \\"D\\" |
| 153 | Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works PartIII Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per HarmonisedGuidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:-(i) Speed-1 MPS(ii) Floors-2 (G+1)(iv) Stops & opening- 2 stops and 2 openings(v) Controller: A.C. variable voltage & variable frequency(vi) Automatic rescue device (ARD) complete with dry maintenancefree batteries as required.vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant.(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting.(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge.(xi) Type of doors(a) Car: Power operated, centre opening horizontal sliding stainlesssteel scratch proof (Moon Rock/Honeycomb).(b) Landing doors: stainless steel scratch proof.(xii) A hand rail not less that 600mm long at 900mm above floor levelto be fixed adjacent to control panel in the lift car.(xiii) Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator.(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Over speed Governor, Dot Matrix LED D & P Indicators In Car & Landings, BMS compatibility,tamper proof infrared curtain covering almost the entire height of thelift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder.(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency.(xvi) An appropriate technological support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness.(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided |
| 154 | 16 passenger (1088kg) |
| 155 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 156 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.. |
| 157 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 158 | Supplying of following size XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade in RCC/DWC Pipe/ by excavation of all type of soil having minimum depth 2 feet/Open Channel etc as required. |
| 159 | 3 x 10 Sqmm |
| 160 | 4 x 25 Sqmm |
| 161 | 3.5 x 120 Sqmm |
| 162 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 163 | 3 X 10 sq. mm (22mm) |
| 164 | 4 X 25 sq. mm (28mm) |
| 165 | 3.5 X 120 sq. mm (45mm) |
| 166 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 167 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 168 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. |
| 169 | Upto 35 sq. mm |
| 170 | Above 95 sq. mm and upto 185 sq. mm |
| 171 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. |
| 172 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 173 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 174 | 8 way , Double door |
| 175 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 176 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 177 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 178 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 179 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. |
| 180 | 20 mm |
| 181 | 25 mm |
| 182 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 183 | Group C |
| 184 | Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 185 | 40 watt |
| 186 | Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim . |
| 187 | 18 watt |
| 188 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 189 | 6 Module (200mmX75mm) |
| 190 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 191 | 15/16 A switch |
| 192 | 6 pin 15/16 A socket outlet |
| 193 | Fabrication, Supplying and installation of outdoor type cubical feeder pillar of suitable size not less than 300mm deep made out of M.S. sheet 2mm thick (14 SWG) duly compartmentalised having 4 strip busbars of 375amp capacity double door with two nos. godown locking arrangement for protection from rain, dust, duly fixed on M.S. angle iron frame work of size 50 mm X 50 mm X 6 mm (NS) 120 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement 2 sand :4 stone aggregate 20 mm) and having following accessories mounted inside the cubical panel i/c connection, inter connection with aluminum thimbles, earthing with two nos. earth studs duly painted with one coat of red oxide & two coats of superior quality enamel paint complete etc. as reqd. Supplying & Fixing of following accessorries in the existing cubical panel board/feeder pillar including connection testing etc. as reqd. (For Minimum size 1.2 Sqm)a) 4 pole MCCB,250A, 36kA Ics=100% Icu and Operational Voltage 690V- 1 No.b) 63 Amp. 1 6 KA MCCB 3 pole- 5 Nos. (With 100 Amp. frame size)c) Voltmeter 0-500 volt 96 sqmm flush type with selector switch.d) Ammeter 0-100 Amp 96 sqmm flush type with selector switch & 100/5 Amp ratio CTs. e) LED type indicating lamp RYB Phase-- 3 Nos. f) Danger notic plate. |
| 194 | SITC of Surface mounting Bulk Head 10 watt IP66 IK10 with suitable connectin etc complete as reqd. |
| 195 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 196 | Single pole |
| 197 | Supplying of following rating, 240/415 V, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles.. |
| 198 | 63 A DP MCB |
| 199 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 200 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 201 | Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. .≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as perBIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 202 | 100 watt Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysSep 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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