Tender For Replacement Of Roof & Renovation To M/C No. 2 At Ravibhavan, Nagpur.
Tender Value
41.99 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
0 days left
EMD
42000
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Replacement Of Roof & Renovation To M/C No. 2 At Ravibhavan, Nagpur.
BOQ
| Sl. No. | Item Description |
| 1 | Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete. |
| 2 | Dismantling flat wooden or A.C. Sheet ceiling with frame work including stacking the materials as directed with all leads, lifts etc. complete. |
| 3 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 4 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 5 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters forR.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 6 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 7 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc.complete. |
| 8 | Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete |
| 9 | Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete. |
| 10 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. |
| 11 | Providing and fixing factory made uPVC twin sash casement glazed window and door(White Colour) comprising of two shutters, one outward opening having glass and oneinward opening having SS Mesh and integrated grill provision between two shutters.uPVC multi-chambered frame, sash, bugmesh sash and mullion (where ever required)extruded profiles with wall thickness of 2.3mm (+-0.2 mm) duly reinforced with G.Isection 1.50 wherever required. uPVC window & door profile shall be made in India &shall conform to BS EN 12608 and other standards as mentioned below: S.No. Name ofthe test Test Method Specified Parameter1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 VicatSoftening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPa. All corners of frame and sashwill be fusion welded. Mullion shall be welded / screwed. EPDM / TPE Gasket shall beprovided in all frame, sash & mullion, wherever necessary.Thereafter, 5 mm FloatAnnealed glass shall be provided in the sash with the help of uPVC glazing bead andhardware, i.e., friction hinge & single point handle (in window) & 3D Hinges &Multipoint Lock (in door) shall be provided. Window / Door shall be fixed to the wallwith 100mm long and 8mm dia. Fasteners and complete in all respect as per direction ofEngineer-In-Charge.uPVC Window and Door Profiles are warranted for a period of ten (10) years against non (b.Twin Sash Casement Door frame of size 122 x 62 mm, door sash 67 x 115 mm & bugmesh sash of 42 x 84 mm.) |
| 12 | Providing and fixing of factory made uPVC casement window / Fixed Window &Casement Door (White Colour) comprising uPVC multi-chambered frame, Sash, &Mullion with wall thickness of 2.3mm (+-0.2 mm ), duly reinforced with G.I. section 1.5mm, wherever required. uPVC window & door profile shall be made in India & shallconform to BS EN 12608 and other standards as mentioned below: S.No. Name of thetest Test Method Specified Parameter1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 VicatSoftening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPa. All corners of frame and sashwill be fusion welded. Mullion shall be welded / screwed. EPDM / TPE Gasket shall beprovided in all frame, sash & mullion, wherever necessary.Thereafter, 5 mm FloatAnnealed glass shall be provided in the sash with the help of uPVC glazing bead andhardware, i.e., friction hinge & single point handle (in window) & 3D Hinges &Multipoint Lock (in door) shall be provided. Window / Door shall be fixed to the wallwith 100mm long and 8mm dia. Fasteners and complete in all respect as per direction ofEngineer-In-Charge. uPVC Window and Door Profiles are warranted for a period of ten(10) years against non-uniform discoloration, wrapping and rotting under general use (a. Casement Window (Big Series) frame of size 67 x 62 mm & Sash / Mullion of size 67 x78 mm) |
| 13 | Providing and fixing of factory made uPVC Louver window (White Colour) comprisingof uPVC multi-chambered with wall thickness of 2.3mm (+-0.2 mm ), duly reinforcedwith 1.5 mm thick G. I. Section. uPVC window & door profile shall be made in India &shall conform to BS EN 12608 and other standards as mentioned below: S.No. Name ofthe test Test Method Specifie Parameter1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 VicatSoftening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPa. All corners of frame shall befusion welded. Both vertical sides of the frame, adjustable louver mechanism having onelever or fixed louver bracket shall be fitted with the of 4 mm Frosted Annealed glass.Window will be fixed to the wall with 100mm long and 8mm dia. Fasteners and completein all respect as per direction of Engineer-In-Charge.uPVC Window and Door Profiles are warranted for a period of ten (10) years against nonuniform discoloration,wrapping and rotting under general use.a.Louver Window (Big Series) frame of size 67 x 62 mm & Mullion (if required) of size67 x 78 mm |
| 14 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 15 | Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 16 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 17 | Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc.complete |
| 18 | Providing and fixing H.D.P container one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres |
| 19 | Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. |
| 20 | Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75Kilogramwith lid and frame fixed in cement concrete. |
| 21 | Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half roundG.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. |
| 22 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. One Number : As directed by Engineer-in-charge. |
| 23 | Providing and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards, screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete. |
| 24 | Providing and fixing single or double leaf panelled door shutter excluding frame with glazed openable fanlight shutter 35 mm thick as per detailed drawing consistingpanelled vertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particleboard including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. |
| 25 | Providing,aupplying,fabricating and fixing panel of aluminium composite panel cladding in approved shape made out of 4 mm thick ACP sheet material consisting of 3mm thick FR grade mineral core following NBC part IV Fire and life safety (having 2 hours fire resistance in accordance to ASTM E119-12 and BS476 part 6 and 7 class O) sandwitched between two aluminium sheets (each 0.5 mm thick of AA 5005/AA3105 grade) The aluminium composite panel cladding sheet shall be coil coated with kynar 500 based PVDF/Lumiflon based fluropolymer resin (having 70:30 ratio of PVDF and acrylic) coating of approved colour and sg=hade on top face and polymer (service) coating of bottom face as specified using stainless steel screws,nuts,bolts,washers,cleats,weather silicon sealent,backer rods etc .overall weight of the ACP shall not be less than 7.5 Kilogram/ One Square Metre) |
| 26 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) |
| 27 | Providing and fixing of colour coated Zinc aluminium ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 900 mm girth (Surface Width). |
| 28 | Transportation of material obtained from debris of various sorts excavated stuff including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. ( Beyond 10 Km. ) |
| 29 | Carrying out testing of cement including necessary material & testing charges etc. complete. Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 30 | Carrying out testing of fine aggregates [SAND] ( Fineness Modulus ( Sieve Analysis ),Silt & Clay Content) including necessary material & testing charges etc. complete. |
| 31 | Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary. a. For Sand Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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