Tender For Addition/Alteration And Special Repairs To Bldg P-17 At Shikra Under Ge Nw Nofra
Tender Value
3.37 Crore
Estimated cost
Bid Submission
29 Jul 2026
20 days left
EMD
4.12 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Addition/Alteration And Special Repairs To Bldg P-17 At Shikra Under Ge Nw Nofra
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE 'A' PART I-B/R WORKS Taking down cement or cement lime plaster, any description, on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., and including removal of all resulting rubbish and debris off MD premises, complete all as specified and directed. |
| 2 | Material & Labour for Chipping/removing of concrete carefully by using low impact hammer without causing any damage to the existing structural members, reinforcement, embedded services or adjoining surfaces, including controlled breaking of concrete, manual dressing of edges, collection, loading, transportation and disposal of debris outside the premises as directed by the Engineer-in-Charge. Note: The work shall be carried out in a controlled manner and hard concrete shall not be removed by force or by methods causing vibration/damage to the structure. |
| 3 | Demolition of reinforced cement concrete, any description and in any position, including cutting reinforcement as required to facilitate demolition, and including disposal of rubbish off MD premises, complete all as specified and directed |
| 4 | Demolition of brickwork or stone/boulder masonry built in cement mortar or cement lime mortar, including all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stonework and precast concrete articles,including removing debris and rubbish off MD premises complete all as specified and directed. |
| 5 | Materials and Labour for brickwork with sub-class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:4), complete all as specified and directed. |
| 6 | Materials and Labour for brickwork with sub-class ‘B’ bricks, straight or curved on plan to any radius in half-brick thick walls, built in cement mortar (1:4), complete all as specified and directed. |
| 7 | Material and labour for cleaning existing exposed reinforcement bars by manual/mechanical wire brushing using rotary wire brush to remove all loose rust, scales, laitance, dirt and foreign materials and preparing the surface to bare metallic finish, including application of two coats of alkaline rust converting/passivating primer conforming to ASTM B-117 (FEOVERT or equivalent approved make) on cleaned reinforcement bars. The second coat shall be applied after a minimum interval of 6 hours or as per manufacturer’s specification. The item also includes application of protective coating (IPNET-RB or equivalent approved make) complete, strictly as per manufacturer’s specifications and as directed by the Engineer-in-Charge. Note:Rates quoted shall include all labour, materials, tools & plants, scaffolding, disposal of debris outside the premises and all incidental works complete as directed by the Engineer-in-Charge. |
| 8 | Providing, cutting, bending, placing and binding in position TMT(CRS) reinforcement bars of approved grade and diameter as directed, in replacement of existing corroded/damaged reinforcement where reduction in cross-sectional area of existing reinforcement exceeds 30% due to corrosion, including careful cutting and removal of deteriorated reinforcement, surface preparation, lapping/welding/binding with existing reinforcement as per structural requirements, including all labour, tools, tackles and incidental charges complete as specified and directed by the Engineer-in-Charge. Note : Measurement shall be made on the basis of actual weight of new reinforcement provided. |
| 9 | Material and labour for applying bi-polar migratory corrosion inhibitor (EPCO-KP-100/Protectsil CIT/Ferrogard 903 or equivalent approved make) on prepared concrete surface, capable of penetrating through concrete pores up to 100 mm depth and inhibiting corrosion of embedded reinforcement by forming protective layer on anodic and cathodic areas, including surface preparation and application complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge. |
| 10 | Material & labour for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes. Works shall be carried out as under :- (i) Cleaning of holes. Clean the holes by air blower prior to fixing nozzles.(ii) Fixing of nozzles. Insert 12mm dia. Rohibb Teflon nozzles in cleaned holes. External end of nozzles to be machine to receive outlet of grouting gun.Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Cure the system for minimum 12 hrs. (iii) Cutting of nozzles. Cut the nozzles by chisel after completion of grouting without damaging structural elements.(iv) In case crack upto 2mm wide, fix the injection nozzels directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzels in these holes with fast-setting epoxy putty & let it dry for 2 to 3 days. Also, seal the crack between the ports with epoxy putty.(v) In case where the crack is wider than 2mm upto 4 to 5mm, drill holes at the sides of the crack in a staggered fashion, at intervals of 6 inches and affix them with epoxy putty as mentioned above. (vi) Also, seal the face of the crack with a liberal application of the epoxy putty. |
| 11 | Material and labour for pressure grouting with cement slurry in the proportion of 1:2 (1 cement : 2 water) mixed with approved super plasticizer @ 250 ml per 50 kg of cement, including drilling of holes, fixing of nipples/nozzles, preparation and continuous mechanical mixing of grout, and pressure injection through pump at pressure up to 0.5 kg/cm² or as directed, till refusal or free flow of grout from adjacent nozzles, indicating complete filling of voids/cracks, including sealing of holes after completion, complete as directed by the Engineer-in-Charge. |
| 12 | Material and labour for pressure injection grouting using low viscosity high molecular weight resin (MONOPOL or equivalent approved make) through mechanized injection pump/gun including drilling holes, fixing nozzles/packers, mixing of components (Part A & B) in specified proportion by weight batching, and injecting grout under controlled pressure of 0.5 to 1.0 kg/cm² till refusal or complete filling of cracks/voids, including monitoring through pressure gauge and sealing of holes after grouting, complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge. |
| 13 | M & L for Providing and applying structural grade bonding agent (EPIBOND-21-LP / equivalent approved make) conforming to ASTM C-882 for ensuring bond between old and new concrete/mortar surface, including surface preparation and application complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge. |
| 14 | M & L for Building up/reprofiling of damaged structural members using polymer modified cement mortar prepared with latex additive (MONOBOND or equivalent approved make) in the proportion of 1:5:15 (1 Monobond : 5 Cement : 15 Sand), applied in layers up to 30 mm thickness, including surface preparation, leveling, profiling, curing and finishing complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge. |
| 15 | M & L for Providing and executing RCC jacketing to columns using non-shrink free flow micro concrete (MOLITH-MC M40 or equivalent approved make), including surface preparation, drilling holes, fixing shear connectors/anchors, reinforcement, centering/shuttering, placing and curing of micro concrete, complete as per specifications and as directed by the Engineer-in-Charge Note : Reinforcement steel shall be measured and paid separately under relevant item. |
| 16 | Material & Labour for Rendering 15mm thick, on fair faces of brickwork or concrete surfaces, using ready mix prepacked proportioned dry mix mortar, finished even and smooth (without using extra cement), including incorporating integral water proofing compound, preparing the surfaces, curing and cleaning stains and dripping mortar from floors and walls, complete all as specified and directed.Note: Integral water-proofing compound shall be measured and paid for separately at \\"Supplied only\\" rates. |
| 17 | M & L for Providing and applying anti-algal water-based elastomeric exterior wall finish on newly plastered surfaces including surface preparation and application of suitable wall primer/seal primer with coverage of 8–10 sqm per litre and application of minimum two coats of elastomeric paint comprising base coat with coverage of 4–7 sqm per litre and top coat with coverage of 6–6.5 sqm per litre, applied by roller/brush to achieve uniform finish, complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge.Notes:1)The work shall be executed only through authorised applicator of approved manufacturer. Each coat of primer/paint shall be inspected and approved by the Engineer-in-Charge before application of subsequent coat through stage passing register which shall be kept on records.2)Contractor shall submit minimum 05 years manufacturer’s warranty certificate for completed work elsewith amount of 5 % of the quoted amount for tis item shall be deducted in RAR as penality.3)Rates quoted shall include surface preparation, scaffolding, tools & plants, all leads and lifts, and incidental charges complete. |
| 18 | Material & Labour for Providing and applying fair finish 15mm thick plaster with ready mix prepacked proportioned dry mix mortar, fair faces of brick wall or concrete surfaces, on internal surfaces including transporting of material, mixing, curing, etc. complete all as specified and directed by the Engineer-in-charge. |
| 19 | Material and labour for preparation of new plastered surface of wall by brooming down or cleaning and applying two coats of oil-emulsion distemper, white or tinted, over a coat of alkali-resistant priming paint over and including a 3 mm thick wall care putty , finished even and smooth, complete all as specified and directed. |
| 20 | M&L for Preparation of old previously treated plastered surface of wall by washing, rubbing down and stopping and applying two coats of oil-emulsion distemper, white or tinted, over and including a 3 mm thick wall care putty , finished even and smooth, complete all as specified and directed. |
| 21 | M&L for Rendering, 10 mm thick in cement mortar 1:3, on concrete surfaces as in ceilings,finished even and smooth (without using extra cement), complete all as specified and directed. |
| 22 | Material and labour for Preparation of new plastered surface of ceiling and applying two coats of oil-emulsion distemper, white or tinted, over a coat of alkali-resistant priming paint over and including a 3 mm thick wall care putty , finished even and smooth, complete all as specified and directed. |
| 23 | M&L for Preparation of old previously treated plastered surface of ceiling by washing, rubbing down and stopping and applying two coats of oil-emulsion distemper, white or tinted, over and including a 3 mm thick wall care putty (JK / Birla), finished even and smooth, including the use of all necessary protective measures for furniture and fittings, complete all as specified and directed. |
| 24 | Supplying and fixing Mild Steel framed work such as grills, railings, and framed brackets of angles or tees (n exc 10 kg each), conforming to Fe-290 Gde E-165, including all necessary forgings, drilling, tapping, punching, and countersinking for screws, and including riveting and/or welding as directed, complete all as specified and directed. |
| 25 | S&F pre-painted hot- dip aluminium-zinc alloy metallic coated corrugated steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.5 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor for height of building exceeding 10 metres but not exceeding 20 metres complete all as specified and as directed. |
| 26 | Taking down soil, rain water pipes (any size or pattern), including all fittings, heads,shoes,bends, swan-neck, etc. Including cleaning or refixing or removal to store ( measured over all as fixed along the center line over fittings and accessories) |
| 27 | Supply & Fixing 110mm bore PVC ( SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with dash through fastners and rain water bracket suitable for 110mm bore pipe spacing 1.5m c/c as per CE (Navy) Mumbai TD No TD/2023/01 or laid in floor complete all as specified. |
| 28 | Supplying and fixing in repairs, PVC (SWR) branch piece, single (single Y), 110 mm bore, with oval access door, making good all work disturbed , complete all as specified and directed. |
| 29 | Supplying and fixing in repairs, PVC (SWR) branch piece, double (double Y), 110 mm bore, with oval access door, making good all work disturbed , complete all as specified and directed. |
| 30 | Supplying and fixing in repairs, PVC (SWR) junction single (Single T), 110 mm bore, with oval access door, making good all work disturbed , complete all as specified and directed. |
| 31 | Supplying and fixing in repairs, PVC (SWR) bend, 110 mm bore, any radius, making good all work disturbed , complete all as specified and directed. |
| 32 | Dismantling of cast iron or reinforced concrete drain pipes, 100 mm bore, jointed in cement mortar, including taking out of trenches if required, and including removal of all resulting rubbish and debris off MD premises, complete all as specified and directed. (Note: Measured net along the centre line of pipe and fittings; excavation and refilling of trenches measured separately). |
| 33 | S&F 100 mm bore of sand cast CI soil waste pipe in any length with ears and jointed with neat cement paste fixed to wall and including fixing of pipes in wall with clamps as mentioned and shown in HQ CE (N) Mumbai zone TD Drg No TD/2023/01 toTD/2023/03 complete all as specified. |
| 34 | Dismantling of cast iron or reinforced concrete drain pipes, 75 mm bore, jointed in cement mortar, including taking out of trenches if required, and including removal of all resulting rubbish and debris off MD premises, complete all as specified and directed. (Note: Measured net along the centre line of pipe and fittings; excavation and refilling of trenches measured separately). |
| 35 | S&F 75mm bore of sand cast CI soil waste pipe in any length with ears and jointed with neat cement paste fixed to wall and including fixing of pipes in wall with clamps as mentioned and shown in HQ CE (N) Mumbai zone TD Drg No TD/2023/01 toTD/2023/03 complete all as specified. |
| 36 | Supplying and fixing in repairs, cast iron (sand cast) bend, any radius, 100 mm bore, with oval access door, including jointing with cement, making good all work disturbed, complete all as specified and directed. |
| 37 | Supplying and fixing in repairs, cast iron (sand cast) bend, any radius, 75 mm bore, with oval access door, including jointing with cement, making good all work disturbed complete all as specified and directed. |
| 38 | Supplying and fixing in repairs, cast iron floor trap, with grating, 75 mm dia outlet, including jointing to waste pipe, fixed in cement concrete type B-1 (1:2:4), making good all work disturbed and , complete all as specified and directed. |
| 39 | Supplying and fixing, cast iron (sand cast) branch piece, single (equal), 75 mm bore, ordinary or inverted (spigot or socket type) or with parallel branches, with oval access door, jointed with cement, including all necessary subsidiary materials such as pipe nails, plugs, and holder-bats, complete all as specified and directed. |
| 40 | Supplying and fixing, cast iron (sand cast) branch piece, single (equal), 100 mm bore, ordinary or inverted (spigot or socket type) or with parallel branches, with oval access door, jointed with cement, including all necessary subsidiary materials such as pipe nails, plugs, and holder-bats, complete all as specified and directed. |
| 41 | Supplying and fixing, cast iron (sand cast) branch piece, double (equal), 100 mm bore, ordinary or inverted (spigot or socket type) or with parallel branches, with oval access door, jointed with cement, including all necessary subsidiary materials such as pipe nails, plugs, and holder-bats, complete all as specified and directed. |
| 42 | Supplying and fixing in repairs, cast iron ‘P’ or ‘S’ trap, 100 mm bore, jointed with cement, including taking out old article, making good all work disturbed , complete all as specified and directed. |
| 43 | Supplying and fixing in repairs, cast iron cowl, suitable for 75 mm bore pipe, complete all as specified and directed. |
| 44 | Supplying and fixing in repairs, cast iron cowl, suitable for 100 mm bore pipe, complete all as specified and directed. |
| 45 | Taking up or down steel tubing and connections, including cleaning for re-fixing or removal to Store, including removal of all resulting rubbish and debris off MD premises, for the following sizes of pipe complete all as specified and directed. |
| 46 | 15 mm bore |
| 47 | 20 mm bore |
| 48 | 25 mm bore |
| 49 | 50 mm bore |
| 50 | Supplying and fixing galvanised steel water tubes, medium grade, with all tube fittings (such as bends, elbows, tees, short pieces, connectors, back-nuts, diminishing pieces, caps, plugs, and unions), fixed complete to walls and ceilings or laid in floors, including all clips, wall hooks, and plugs, including cutting through walls and floors and making good all work disturbed to match existing, and including testing of the installation, complete all as specified and directed. |
| 51 | 15 mm bore. |
| 52 | 20 mm bore. |
| 53 | 25 mm bore. |
| 54 | 50 mm bore. |
| 55 | 80 mm bore. |
| 56 | Supplying and fixing in repairs 15 mm bore, fancy type, brass chromium plated basin mixer for mixing hot and cold water, screwed down for iron pipe,making good all work disturbed and , complete all as specified and directed |
| 57 | Supplying and fixing in repairs 15 mm bore, fancy type, brass chromium plated wall mixer for mixing hot and cold water, screwed down for iron pipe, making good all work disturbed and , complete all as specified and directed |
| 58 | Supplying and fixing in repairs,15 mm bore fancy type, cast copper alloy bib tap, chromium plated, screwed down, screwed for iron pipe or for brass ferrule, making good all work disturbed and complete all as specified and directed. |
| 59 | Supplying and fixing in repairs, 15 mm bore cast copper alloy stop valve/angle valve (ISI marked), screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and directed. |
| 60 | Supplying and fixing in repairs, 20 mm bore cast copper alloy stop valve (ISI marked), screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and directed |
| 61 | Supplying and fixing in repairs, vitreous china wash down water closet pan (pedestal pattern), white, with ‘P’ or ‘S’ trap, including plastic/PVC seat and cover (closed pattern with flat bottom and chromium plated or aluminised hinging device), including connecting to flushing pipe, anti-syphonage pipe and soil pipe, and including all subsidiary materials such as brass screws and sheesham wood/plastic plugs complete all as specified and directed. |
| 62 | S&F counter top thin rim type vitreous china wash basin, white matt finish, rectangular shape of size 525 mm × 415 mm × 140 mm, including CP brass waste coupling and SS 40 mm bore bottle trap, complete all as specified and directed by Engineer-in-Charge. |
| 63 | Supplying and fixing in repairs Vitreous China urinal (bowl type), white, size 480 x 300 x740 mm, including all fittings and accessories, and including supplying and fixing sensor-operated flushing valve, chromium finish, with complete battery-operated kit, and including all necessary subsidiary materials such as brass screws and wooden/plastic plugs, complete all as specified and directe |
| 64 | Supplying and fixing in reapirs urinal partition, curved shape, with 8 mm thick frosted glass, size as indicated, including all necessary fittings and brackets for fixing to walls, and including making good all work disturbed to match existing surfaces, complete all as specified and directed. |
| 65 | Supplying and fixing in repairs15 mm size PVC connection, with PTMT nuts, 600 mm long, complete all as specified and directed. |
| 66 | Supplying and fixing in repairs, PVC valveless, syphonic action type, flushing cistern, low level, white, 10 litres capacity, conforming to IS 7231, with inlet, ball valve, float and handle including brackets,, complete all as specified and directed. |
| 67 | Supplying and fixing in repairs 32 mm dia flush pipe of polyethylene of PVC, for low level cistern,complete all as specified and directed. |
| 68 | S&F as in repairs brass chromium plated shower rose 100mm dia including 160mm long shower arm casted body round shape for wall mounted shower as approved, including fixed to 15mm bore pipe, complete all as specified and directed. |
| 69 | Supplying and fixing in repairs, 600 mm x 450 mm bevelled edge mirror of selected quality glass,6 mm thick mounted on PVC body (or 6 mm thick building board/plywood), fixed to wooden or plastic plugs with chromium plated brass screws and cup washers and making good of disturbed surface as per existing complete all as specified and directed. |
| 70 | S&F decorative glass shelf 600 mm long and 8 mm thick with chromium plated railing, fixed with D-type stainless steel brackets on wall, of approved design and pattern, complete all as specified and directed by Engineer-in-Charge. |
| 71 | Supplying and fixing in repairs, Health faucet (ABS body), chromium plated, suitable for 15 mm bore pipe, with 1.00 metre long flexible tube and wall hook, including making connections, complete all as specified and directed. |
| 72 | Supplying and fixing in repairs,15 mm bore, fancy type, cast copper alloy bib tap, two-way, chromium plated, screwed down, screwed for iron pipe or for brass ferrule,complete all as specified and directed. |
| 73 | Supplying and fixing in repairs, stainless steel towel rack (tubular type), 600 mm long, including necessary brackets, complete all as specified and directed. |
| 74 | Supplying and fixing in repairs,40 mm bore, low density polyethylene pipes (LDPE) of pressure rating 6 kgf/cm²,fixed complete to walls, ceilings or in floors etc. for outlet of washing machine/wash basin,making good of disturbed surface as per existing complete all as specified and directed. |
| 75 | Supply and fixing rotational moulded polyethylene water storage tank 1000 Ltr capacity, (cylindrical vertical with closed top) including all connections for inlet, outlet, overflow and washout etc hoisted , including supplying and fixing PTMT ball valve (high pressure) with epoxy coated aluminium rod and high density plastic ball, 20 mm bore (minimum weight 210 gms), fixed in position all as specified in SSR Part-I including PVC cover with locking arrangement complete all as specified. |
| 76 | Supply and fixing rotational moulded polyethylene water storage tank 300 Ltr capacity, (cylindrical vertical with closed top) including all connections for inlet, outlet, overflow and washout etc hoisted , including supplying and fixing PTMT ball valve (high pressure) with epoxy coated aluminium rod and high density plastic ball, 20 mm bore (minimum weight 210 gms), fixed in position all as specified in SSR Part-I including PVC cover with locking arrangement complete all as specified. |
| 77 | Supply and fixing in repair 20 mm thick, PVC modular panel, as per existing profile including ‘C’ channels and aluminium U-clip all around the profile, suitable for 300 litre capacity loft tank, complete all as specified and directed by Engineer-in-Charge. |
| 78 | Supply and fixing in repair 20 mm thick, PVC modular panel, as per existing profile including ‘C’ channels and aluminium U-clip all around the profile, suitable for 1000 litre capacity loft tank, complete all as specified and directed by Engineer-in-Charge |
| 79 | Supplying and fixing, mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work, conforming to Fe 290 Gde E-165, including all fabrication, forging, reducing to required size, shape and figure, drilling, tapping, punching, and including all necessary screws, spikes, nails and bolts, hoisted and fixed in position complete, all as specified and directed. |
| 80 | Supplying and fixing in repairs, rotational moulded polyethylene water storage tank (cylindrical vertical with closed top), 5000 litres capacity, hoisted and fixed in position, including supplying and fixing PTMT ball valve (high pressure) with epoxy coated aluminium rod and high density plastic ball, 50 mm bore, including disconnecting and taking down existing unserviceable water storage tank, making good all work disturbed , all as specified and directed. |
| 81 | Supplying and fixing in repairs 50 mm bore gun-metal globe or gate valve (ISI marked), with iron wheel head, screwed both ends for iron pipe complete all as specified and directed.ll as specified |
| 82 | Supplying and fixing in repair 50 mm bore ball brass valve (ISI marked), high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule, complete all as specified and directed. |
| 83 | M&L for Plain cement concrete, type B-1, 1:2:4 using 20 mm graded stone aggregate, as in roof padding, including use and waste of all temporary fillets, side forms, and screed strips to divide area into panels, including leveling, consolidation, and curing, complete all as specified and directed. |
| 84 | Material and Labour for rendering 10mm thick in cement mortar 1:4 on top of roof surfaces, including finishing even and smooth without using extra cement, as on roof, complete all as specified and directed. |
| 85 | M&L for water proofing treatment to RCC roof slab all as specified below and as directed:-a) Apply one coat of bituminous primer @0.25 Kg/Sqm.(b) Apply a coat of blown type bitumen grade 85/25 heated to working temperature of 180 degree centigrade and applied at 1.20 Kg/Sqm of the surface area.(c) Laying APP polymer modified membrane 4mm thick with non woven polyester reinforcement weighing not less than 4.00 Kg/ Sqm applied by torch application method.The APP membrane shall be laid using torch application method with minimum 100 mm side overlap and 150 mm end overlap and ensure that a constant flow of bitumen is maintained across the whole width of a role and that a bead of bitumen is extruded from all edges to obtain a good seal.The APP membrane shall be taken upto minimum 200 mm on vertical surfaces. All the edges of the membrane shall be sealed with sealant. The rain water gutter portion shall be finished with cement mortar 1:4 to provide requisite slope towards rain water pipe outlet.(d) Apply a coat of blown type bitumen grade 85/25 heated to working temperature of 180 degree centigrade and applied at 1.20 Kg/sqm of the surface area.(e) Apply two coats of solar reflective bituminous aluminium paint @ 0.10 kg /sqm/coat Note- Work shall be carried out through authorised applicator of manufacturer only, a certificate in this regards shall be kept in records. |
| 86 | Material and labour for cement 1:2:4 type B-0 (12.5mm graded stone aggregate) as in roof kerbs and leveling course on RCC roof surfaces ( Terrace above 5th floor of bldg.) all as specified and directed. |
| 87 | Removal of tree roots and branches spread over stone/brick wall joints, cleaning the joints thoroughly, applying approved anti-vegetation chemical treatment, and making good the stone/brick wall joints by flush pointing in CM (1:4), including necessary scaffolding, removal and disposal of debris outside MD land, complete all as specified and directed by Engineer-in-Charge. |
| 88 | Demolishing cement concrete of any description and in any position, including filling in sunken portions, and rubbish off MD premises, complete all as specified and directed. |
| 89 | Material & Labour for Plain cement concrete, Type F-2, 1:7:12 (40 mm graded brick aggregate), as in lean concrete or filling concrete, including all necessary consolidation and curing, and including the use and waste of any temporary fillets or side forms, complete all as specified and directed. |
| 90 | Material and labour for cleaning of the sunken lowered portion of the RCC slab surface (including vertical total depth plus skirting height) of floors by wire brush, chiesel out any mortar sticking to the surface and brooming / washing completely. 40 mm avg thick PCC 1:2:4 type B-0 using 12.5 mm graded aggregate as in padding concrete to achieve proper slope including 50 mm dia 350 mm long medium grade Gl pipe spouts with wire guage on inside mouth to be fixed.(Cost of cutting holes and pipes shall be measured and paid separately)(ii) Rendering of uneven surfaces with 10 mm thick using factory manufactured pre mix / ready mix mortar addition and including WPC of UltraTech WP+ 200 or other equivalent @ 200ml per bag of mortar fill it with water and check dampness and seepage. where dampness and seepage noticed nozzles shall be fixed and grouting carried out. (ili) All junctions points of side walls where CI/GI pipes are passing through shall be sealed with epoxy putty (iv) After drying putty wash the slab and sides of sunken portion with water and make it clean and clear(v) Material and labour for applying two coat of polymer modified cementious water proofing coating as per manufactures instructions to bottom and vertical sides up to finished floor level +100 mm height. The thickness of two layer shall be 1 mm. When the second layer is still sticky, coarse sand spry shall be carried out or vertical and bottom surface of the sunken portion all as specified and directed(vi) Plaster the bottom and sides up to bottom of the skirting with minimum 20 mm thick using factory manufactured pre mix / ready mix mortar addition and including WPC of UltraTech WP+ 200 or other equivalent @ 200ml per bag of mortar including rounding of corners and junctions sloping towards spout.( WPC shall be measured & paid separately)Note: Test the water proofed area (ponding test) by filling water for atleast hours hours and tested for leakage seepage and to the entire satisfaction of GE. Test shall be done in presence of reps of PMG and record for each sunken slab shall be maintained. the treatment shall be carried out by authorised applicators of chemicals. (vii) All pipes laid in sunken portion shall be covered with 50 mm thick PCC 1:2:4 all around after painting with anticorrossive black japan paint. |
| 91 | Material & Labour for cutting holes in brick /stone walls in cement mortar exc. half & not exc. one brick depth of embedded portion of hold fast and making good in cement concrete 1:2:4 type B1 or in cement mortar 1:3 and finished surfaces even and smooth complete all as specified and directed by the Engineer-in-charge |
| 92 | Material and Labour for galvanised steel (GI) tubing, 50 mm bore, medium grade, with all fittings, laid in floors, complete all as specified and directed. |
| 93 | Material & Labour for 75 mm thick plain cement concrete, Type D-2, 1:4:8 using 40 mm graded stone aggregate, as in sub-base, , including leveling, consolidation, and curing, complete all as specified and directed. |
| 94 | Material and labour for preparation of surface and applying two coats of polymer modified cementitious waterproof coating to bottom and vertical sides of sunken floor area up to finished floor level plus 100 mm height, strictly as per manufacturer’s instructions. Total thickness of two layers shall be minimum 1 mm. While the second coat is still tacky, coarse sand shall be uniformly sprinkled over the treated surface to provide key for further finishing. The work shall include surface preparation, curing, scaffolding, complete application on bottom and vertical surfaces of sunken portion, and all incidental works complete all as specified and directed by Engineer-in-Charge. |
| 95 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 sq. m each complete all as specified and directed. |
| 96 | Taking down chowkats or frames with shutters (without taking off shutters from the frame) area exc 1.5 sq. m but n.exc 4 Sqm each, complete all as specified and directed. |
| 97 | Supply & fixing in repairs powder coated aluminium sections for partitions, windows, ventilators and doors including fabrication of frame/shutters and fixing to walls/floors with necessary lugs, cleats etc including all accessories such as glazing clips, handles, tower bolts, rollers rubber beadings for fixing glass panes in frame including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required complete all as specifiedNote: - (i) Glass panes will be measured & paid separately. (ii) The rate quoted shall be inclusive of neoprene beading, glazing clips, screws, etc. as required but shall not be measured for arriving of weight.(iii) Minimum thickness of powder coating shall be 25 micron. (iv) The rate shall be inclusive of the locking arrangement including complete packing with silicon gel around contacting surface of aluminium work with matching existing area.(v) The size of aluminium sections shall be as per HQ CE(N) MZ TD drawing No TD/2021/01 to 05 and sill to be provided as per HQ CE(N) MZ TD of sill type 'A' and 'B' respectively if directed. |
| 98 | Supply and fixing aluminium anodised grill with minimum anodising thickness of 15 microns, including suitable aluminium anodised ‘F'/‘H’ section frame, aluminium rebated/screwed attachments, all necessary fixtures, fasteners and accessories complete, fixed in position as specified and directed by Engineer-in-Charge. Note:- Aluminium grill shall be of approved decorative design, manufactured from aluminium sections of size 7.50 mm × 6.0 mm, and having weight not less than 3.131 kg per sqm, complete all as specified and directed. |
| 99 | Material and Labour for 4.8 mm thick plain sheet glass, ordinary quality, in squares not exceeding 0.5 sqm in each pane, and glazing with aluminium and neoprene beads, complete all as specified and directed. |
| 100 | Material and Labour for 4.8 mm thick, sheet glass, ordinary quality, frosted on one side, in squares not exceeding 0.5 sqm in each pane, and glazing with aluminium and neoprene beads, complete all as specified and directed. |
| 101 | Material and Labour for aluminium alloy wire cloth, 0.45 mm nominal dia of wire and average width of aperture 1.40 mm, fixed with aluminium wire staples, complete all as specified and directed. |
| 102 | S&F Factory made single extruded WPC (WoodPolymer Composite) solid door/ window/Ceosetory windows & other Frames/Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia andlength complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugsor SS dash fasteners shall be paid for separately) |
| 103 | M&L Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge.(Note: stainless steel butt hinges and necessary S S screws shall be paid separately and as per specification & drawing complete all as specified and directed. |
| 104 | Supplying and fixing in repairs 18/19 mm thick, prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination and other side balancing white lamination, fixed with screws to timber framework, including providing and fixing 6 mm thick teak wood external lipping (beading) all around, complete all as specified and directed. |
| 105 | Material and Labour for second class hardwood (SAL) plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as specified and directed. |
| 106 | Material and Labour for 35 mm thick factory made plain framed panelled shutters (two panel), second class hardwood(SAL) rail and stile, with lock rail and panel of 9 mm B.W.P. commercial ply with commercial veneering on both faces, kiln seasoned and chemically pressure treated, complete all as specified and directed. |
| 107 | Material and Labour for 35 mm thick second class hardwood (SAL) glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc.,sizes of members of shutters as specified in SSR part I,Section 8,Clause 8.24(a) complete all as specified and directed. |
| 108 | Supplying and fixing aluminium anodised barrel tower bolts, of extruded section, 150 mm long,ISI marked complete all as specified and directed. |
| 109 | Supplying and fixing aluminium anodised barrel tower bolts, of extruded section, 200 mm long,ISI marked complete all as specified and directed. |
| 110 | Supply & Fixing in repair extruded aluminium alloy handles 150 mm size,ISI marked, fabricated type, anodised complete all as specified and directed by the Engineer-in-charge. |
| 111 | Supplying and fixing butt hinges, medium weight, cold rolled mild steel, 100 mm long ISI marked, and fixed, complete all as specified and directed |
| 112 | Supplying and fixing 150 mm long floor door stopper,ISI marked , of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, complete all as specified and directed. |
| 113 | Supplying and fixing 300 mm long aluminium alloy, anodised, sliding door bolt,ISI marked with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy, and fixed, complete all as specified and directed. |
| 114 | Material and Labour for preparation of new or previously untreated wooden surfaces over 10 cm in width or girth, including knotting and stopping, and applying one priming coat of pink primer and two coats of synthetic enamel paint (ordinary tint) , complete all as specified and directed. |
| 115 | Dismantling stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness including removing debris outside MD land complete all as specified and directed. |
| 116 | Material and Labour for machine cut cudappah stone slab, 22-25 mm thick, laid over and included 15 mm thick screed bed in cement mortar 1:6, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing, complete all as specified and directed. |
| 117 | M & L for Hard wear stone Granite (of any type) work (table rubbed and polished), 20 mm thick, in floors, steps, jambs, pillars, window-cills, cooking platforms and the like, set and jointed in cement mortar (1:4), and pointed in white cement (1:2) using marble dust with admixture of pigment to match the shade, over and including 15 mm thick screed bed (or bedding layer) of cement mortar 1:4, complete all as specified and directed. |
| 118 | Material & Labour for preparation of new steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer zinc chromate complete all as specified and directed. |
| 119 | Supply only Integral water proofing compound |
| 120 | Dismantling floor, hearth or wall tiling, including cement mortar bedding (but not backing),including removal of rubbish off MD premises, complete all as specified and directed. |
| 121 | Material and Labour for non-skid Ceramic tiles, coloured, 7 to 8 mm thick, area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors, set and jointed in neat cement slurry and pointed in coloured cement to match, over and including ,15 mm thick screed bed (or bedding layer) of cement mortar (1:6), complete all as specified and directed. |
| 122 | Material and Labour for coloured glazed ceramic tiles, size 450 x 300 mm 6 to 7 mm thick, in vertical surfaces (skirting and dados), set and jointed in neat cement paste and pointed in white or coloured cement to match, over and including 15 mm thick backing coat in cement mortar 1:4, complete all as specified and directed. |
| 123 | Material and Labour for Light shade Vitrified Ceramic tiles 9-10 mm thick, area of each tile not exceeding 0.36 sqm, polished, in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match, over and including a 15 mm thick screed bed (or bedding layer) of cement mortar (1:4), complete all as specified and directed. Note : Engr-in-Charge will select sample from latest catalouge. |
| 124 | Material and Labour for Light shade Vitrified Ceramic tiles 9-10 mm thick, area of each tile not exceeding 0.36 sqm, polished, as in skirting, dados and vertical surfaces, set and jointed in neat cement paste and pointed in white or coloured cement to match, over and including a 10 mm thick backing coat (rendering) in cement mortar (1:3), complete all as specified and directed.. Note : Engr-in-Charge will select sample from latest catalouge. |
| 125 | M & L for 18-20mm thick, machine cut, machine polished Kota stone slab, as in floors, steps, landing etc laid over and including 15 mm Screed bed in CM (1:4). set and jointed in neat cement slurry and pointed in coloured cement to match the shade of slab, including cutting, polishing as specified in SSR part I etc. complete all as specified. |
| 126 | M &L for machine cut, mirror polished kota stone slab 18 to 20 mm thick as in vertical surfaces such as skirting,dado etc laid /fixed over 15 mm thick backing coat in CM (1:4) jointed and pointed with grey cement paste mixed with pigment to match the shade of the slab including rubbing, polishing complete all as specified and directed. |
| 127 | Material and Labour for 75 mm thick, cement concrete, Type C-2, 1:3:6 using 40 mm graded stone aggregate, as in pavings or plinth protection, finished even and smooth without using extra cement, complete all as specified and directed. |
| 128 | M&L for forming construction joint 50mm deep x 10mm wide filled with sealing compound Grade 'A' in plinth protection, complete all as specified. |
| 129 | Material and Labour for Plain Cement Concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate), as in sub-base, laid to required thickness, finished even and rough to receive topping layer, complete all as specified and directed. |
| 130 | Material and labour for machine pressed precast concrete inter locking paver block any shape and size with grey cement and pigment conforming to IS-15658-2006 of 60mm thickness M-35 Grade, glossy finished of approved colour laid over and including 25 mm thick fine sand cushion to a line and slope etc and joined complete including spreading screened river sand over surface for filling the joints and gently rolled with vibrator complete all as specified and directed by the Engr in charge. |
| 131 | Supplying and fixing in repairs 20 mm size powder coated aluminium fancy type drapery rods (curtain rails),, including end brackets, hooks and all necessary fixing arrangements, complete all as specified and directed. |
| 132 | S&F in repairs door closer aluminium (Die cast) body hydraulically regulated, designation No 2, universal type, suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 Kg and fixed all as specified and directed. |
| 133 | Supplying and fixing in repairs 0.71 mm thick Plain Aluminium sheeting, Alloy 31000 H4, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed), complete all as specified and directed. |
| 134 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, in hard/dense soil, including dressing or trimming sides and leveling or grading and ramming of bottoms, complete all as specified and directed. |
| 135 | Dismantling of reinforced concrete drain pipes, 200 mm bore, jointed in cement mortar and taking out of trenches and disposal of debris and rubbish off MD premises, complete all as specified and directed. |
| 136 | Supplying and fixing , Reinforced concrete pipes, class NP-2, 200 mm bore, laid and jointed complete with collars, including laying level or to falls in trenches, on concrete bed or directly on hard ground as indicated, and including testing of the system as specified, complete all as specified and directed |
| 137 | Material and Labour for Plain cement concrete, Type C-2, 1:3:6 using 40 mm graded stone aggregate, as in bed to drain pipes including forming cradles, for 200 mm bore of pipe, complete all as specified and directed. |
| 138 | Material and Labour for Plain cement concrete, Type C-2, 1:3:6 using 40 mm graded stone aggregate, as in foundations, filling and mass concrete, complete all as specified and directed |
| 139 | Material and Labour for Plain cement concrete, Type B-1, 1:2:4 using 20 mm graded stone aggregate), as in benching, copings, window or door cills, steps, parapets and railings up to 60 cm in height, water troughs and the like, including weathering, slightly rounded or chamfered angles complete all as specified and directed. |
| 140 | Material and Labour for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, for 200 mm bore of pipe, complete all as specified and directed. |
| 141 | Removal of excavated soils from site to distance exc1.50 Km but not exc 5 Km and depositing where directed , complete all as specified. |
| 142 | Material and Labour for Mild steel TMT(CRS) bars, Fe 500D, 10 mm dia and over, cut to length, bent to shape, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire or securing with clips, complete all as specified and directed. |
| 143 | Material and Labour for Mild steel TMT(CRS) bars, Fe 500D, 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, cut to length, bent to shape, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire or securing with clips,complete all as specified and directed. |
| 144 | Material and Labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions (square, rectangular or polygonal on plan), for rough finished surfaces of concrete flat, complete all as specified and directed. |
| 145 | Material and Labour for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, edges etc., also splays between floors and beams, etc., for rough finished surfaces of concrete flat, complete all as specified and directed. |
| 146 | Material and Labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200 mm thick (horizontal or sloping), for rough finished surfaces of concrete flat, complete all as specified and directed |
| 147 | Material and Labour for Reinforced cement concrete (nominal mix), Type B-1, 1:2:4 using 20 mm graded stone aggregate, as in columns, pillars, piers, posts and struts,complete all as specified and directed. Note : Reinforcement and formwork shall be measured and paid separately. |
| 148 | Material and Labour for Reinforced cement concrete (nominal mix), Type B-1, 1:2:4 using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, and lintels over 1.5 m span, keeping concrete well wetted during the curing period and finishing exposed surfaces to a fair and even surface complete all as specified and directed. Note : Reinforcement and formwork shall be measured separately. |
| 149 | Material and Labour for Reinforced cement concrete (nominal mix), Type B-1, 1:2:4 using 20 mm graded stone aggregate, as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed. Note : Reinforcement and formwork shall be measured separately. |
| 150 | Material and Labour for post constructional anti-termite treatment along the external wall below concrete or masonry apron, using chemical emulsion @ 2.25 litres per linear metre, including drilling and plugging holes etc. in apron, complete all as specified and directed. |
| 151 | Material and Labour for post constructional treatment at points of contact of wood work, by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre per hole, by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre, and sealing the same, complete all as specified and directed. |
| 152 | Material and Labour for stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement, complete all as specified and directed. |
| 153 | Supplying and fixing in repairs, Cast iron work, grade FG 150, machined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles, each exceeding 5 kg, complete all as specified and directed. |
| 154 | Material & Labour for 25 mm thick, precast cement concrete louvres and jallies, Type B-0, 1:2:4 using 12.5 mm graded stone aggregate, including all mouldings but excluding frame, set and jointed in cement mortar 1:4, including all necessary forms or moulds, and including all removing, hoisting, lowering, and curing, and finishing exposed surfaces even and smooth, complete all as specified and directed. |
| 155 | Opening of separation cracks at junctions of RCC and masonry surfaces wherever directed, by cutting and forming “V” grooves 50 mm to 75 mm wide on either side of the crack using cutting machine and careful chiselling, including , wire brushing, cleaning , washing with water jet to prepare the surfaces and removal of rubbish out of MD land complete, all as specified and directed. |
| 156 | M&L for errecting steel tubular props of requied height, L head or flat head braced at center and supproting a continous 2\\"X3\\" wooden runner, resting on wedge and block, minimum capacity 3 Ton to support the structure provisionally during repair and etc. and jacketing maintain them in position till requied item etc. The props are erected in perfect vertical in plumb taking/transfering the load equally/uniformly. The location of every prop should be one over another floor and it should be eccentric. The tightening of every prop should be uniform to all props to strain the building uniformly, removing the same as and when directed by structural Engineer/site Engineer. The work should be carried out with all the safety belt and adequate labour insurance under the supervision of qualified supervisor and remove the same completion of work etc. complete all as specified and directed. |
| 157 | PART II E/M WORKS Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing Material to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc. as directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
| 158 | PART II E/M WORKS Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing Material to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc. as directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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