Tender For Provn Of Rain Shed For Balconies Of Offrs Md Accn (Map) Bldg No P83, P84 & P85 At Cod Malad And Provn Of Chain Link Fencing With Two Swing Gates Along Perimeter Of Land Bearing Svy 44 At Hbtc Marve And Special Repair To Boundary Walls Of J
Tender Value
32.30 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
2 days left
EMD
65000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Rain Shed For Balconies Of Offrs Md Accn (Map) Bldg No P83, P84 & P85 At Cod Malad And Provn Of Chain Link Fencing With Two Swing Gates Along Perimeter Of Land Bearing Svy 44 At Hbtc Marve And Special Repair To Boundary Walls Of Jcos /Or Md Accn Complex Of Cod Malad Under Ge (N) Santacruz
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Oct-2026 | Other corrigendum | Other | 02-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of posts or struts of wood, steel or RCC, of any section, embedded in concrete, brickwork or masonry, including taking out embedded portions and making good disturbed ground, complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Material and labour for site clearance/surface dressing in hard/dense soil, including removal of trees of any girth and dense/heavy bushes and plants up to the depth of roots, and removal of debris outside MD land, complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Material and labour for excavating in post holes or similar holes, each not exceeding 0.5 Cum, in soft/loose soil, including getting out, returning, filling and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Material and labour for plain cement concrete 1:3:6, Type C-2, using 40 mm graded stone aggregate, as in foundations, filling, mass concrete and post holes, complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Material and labour for rolled mild steel sections as in joists, channels, angles or tee sections, fixed independently without connecting plates, at any height, including notching, drilling, fitting, riveting and/or welding or bolted connections, conforming to Fe 410 W Grade E-250, Quality A, complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Material and labour for mild steel flat iron, handrails, half-round or other steel sections, including work as in balusters, nosings to steps, wind ties, fencing posts/struts and flat-iron fillets for securing wire mesh, with necessary drilling, countersinking, embedding, screwing, bolting or riveting, conforming to Fe 290 Grade E-165, complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Material and labour for preparation of new or previously untreated steel surfaces of any description, over 10 cm in width or girth and not otherwise described, and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Material and labour for Fe 410 W Grade E-250, Quality A mild steel round bars, 10 mm dia and over, cut to length and bent to required shape, including cranking, spiral bending for hooping to columns, hooking ends and binding with annealed mild steel wire not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Supply only 3 mm dia mild steel galvanised chain-link fencing having zinc coating of 260 GSM, complete all as specified and as directed by Engineer-in-Charge. |
| 10 | Fixing only 3 mm dia mild steel galvanised chain-link fencing having zinc coating of 260 GSM, including drilling holes up to 12 mm dia and providing mild steel screw bolts with hexagonal/square heads, washers and nuts, not exceeding 5 cm long, complete all as specified and as directed by Engineer-in-Charge. |
| 11 | Supply and fix galvanised two-strand steel barbed wire, 2.24 mm dia, with 2 mm dia barbs at 75 mm spacing, including straining and fixing to standard rails/straining bolts and securing or tying at crossings, complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Material and labour for excavating in trenches not exceeding 1.5 m wide and 1.5 m deep, for foundations or similar work, including getting out, complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Material and labour for plain cement concrete 1:4:8, Type D-2, as in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Material and labour for reinforced cement concrete nominal mix 1:2:4, Type B-0, using 12.5 mm graded stone aggregate, as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-Charge. |
| 15 | Material and labour for reinforced cement concrete nominal mix 1:2:4, Type B-0, using 12.5 mm graded stone aggregate, as in columns, piers, pillars, posts and the like, complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Material and labour for formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, and sides/soffits of foundation and plinth beams and similar work, vertical or to batter, complete all as specified and as directed by Engineer-in-Charge. |
| 17 | Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed by Engineer-in-Charge. |
| 18 | Material and labour for TMT steel reinforcement bars, 10 mm dia and over, cut to length and bent to required shape, including cranking, spiral bending for hooping to columns, hooking ends and binding with annealed mild steel wire not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge. |
| 19 | Material and labour for TMT steel reinforcement bars, 6 mm and 8 mm dia, cut to length and bent to required shape, including cranking, spiral bending for hooping to columns, hooking ends and binding with annealed mild steel wire not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge. |
| 20 | Material and labour for TMT steel reinforcement bars, 5 mm dia and over up to and including 10 mm dia, as in stirrups, spacers and binders, cut and bent to required shape and fixed in position, complete all as specified and as directed by Engineer-in-Charge. |
| 21 | Material and labour for 15 mm thick rendering in cement mortar 1:6 on fair faces of brickwork, stone masonry or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. |
| 22 | Material and labour for applying two coats of 100% premium acrylic exterior weatherproof paint of required shade, with alkali, fungal and dirt resistance, over and including one coat of exterior primer on new surfaces, complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Material and labour for returning, filling in, spreading and levelling excavated earth, including watering and well ramming in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Material and labour for removing excavated material to a distance exceeding 250 m but not exceeding 500 m and depositing where directed, complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Material and labour for mild steel work in gates and framed work such as grills, gratings, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, water-tank framework and similar ornamental/intricate work, conforming to Fe 290 Grade E-165, complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Taking down cement or cement-lime plaster of any description on brick or stone walls, including raking out joints, hacking for key and scrubbing down with water, complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Dismantling steel/RCC/wooden posts or struts of any description, including making good disturbed portions, complete all as specified and as directed by Engineer-in-Charge. |
| 28 | Demolition of brickwork or stone masonry built in cement mortar or cement-lime mortar, including quoins, arches, pillars and PCC coping, but excluding ashlar facings, dressed stonework and precast concrete articles, including removal of debris outside MD land, complete all as specified and as directed by Engineer-in-Charge. |
| 29 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for, including cutting reinforcement as required to facilitate demolition and removal of debris outside MD land, complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Material and labour for reinforced cement concrete nominal mix 1:2:4, Type B-1, using 20 mm graded crushed stone aggregate, as in foundations including rafts, footings, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-Charge. |
| 31 | Material and labour for reinforced cement concrete nominal mix 1:2:4, Type B-1, using 20 mm graded crushed stone aggregate, as in beams, cantilevers, bressummers and lintels over 1.5 m span, complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Material and labour for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers and shelves, including supports, overhangs and splays between floors and beams, complete all as specified and as directed by Engineer-in-Charge. |
| 33 | Material and labour for brickwork with Sub-Class B bricks, straight or curved on plan to any radius not exceeding 6 m, in old-type brick-thick walls, built in cement mortar 1:6, complete all as specified and as directed by Engineer-in-Charge. |
| 34 | All as per the preceding brickwork item, but excluding the cost of new bricks; old bricks shall be reused, complete all as specified and as directed by Engineer-in-Charge. |
| 35 | Material and labour for plain cement concrete 1:2:4, Type B-1, using 20 mm graded crushed stone aggregate, as in window/door cills, lintels, bressummers, steps, quoins, masonry blocks, string courses, copings, kneelers, apex stones, pier caps, column posts, boundary pillars, bed plates, pintle/anchorage blocks, bonders, corbels and brackets, with fair faces including chamfers, weathering and throating, set in cement mortar 1:4 where applicable, complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Material and labour for coloured earthenware/clay tiles, 6 to 8 mm thick, size 200 x 100 mm or 230 x 75 mm, as in vertical surfaces such as skirtings, dados, boundary pillars and risers, set and jointed in neat cement slurry and pointed in white/coloured cement to match, over and including 10 mm thick backing in cement mortar 1:4, including dismantling damaged/unserviceable tiles, complete all as specified and as directed by Engineer-in-Charge. |
| 37 | All as per the preceding coloured earthenware/clay tile item, but excluding the cost of new tiles; old tiles shall be reused, complete all as specified and as directed by Engineer-in-Charge. |
| 38 | Material and labour for 15–16 mm thick granite of any type, table-rubbed and polished, as in steps, jambs, gate pillars, wall lining and similar work, laid in cement mortar 1:4 and pointed in white cement mortar 1:2 with marble dust and pigment to match the granite shade, complete all as specified and as directed by Engineer-in-Charge. |
| 39 | All as per the preceding granite item, but excluding the cost of new stone; old tiles/material available from dismantling shall be reused as indicated in the DCS, complete all as specified and as directed by Engineer-in-Charge. |
| 40 | Supply and fix mild steel work as in angle-iron/Y-shaped posts and struts for fencing/concertina coil, including cutting tops to shape, drilling holes, notching for wire and providing flat-iron fillets for securing wire mesh, including embedding over boundary wall, conforming to Fe 290 Grade E-165, complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Supply and fix razor-type concertina coil comprising hot-dip galvanised spring tensile wire of 145–150 N/Sqmm, zinc coating 250–300 g/Sqm, 600 mm coil dia when unstretched, minimum 10 coils per running metre after laying, with 0.50 mm thick x 19 mm wide razor ribbon, 1.66 mm thick GI clips at 25 Nos per running metre, special nut-bolts for holding Z-coils and two additional parallel rows of 10-gauge wire, complete all as specified and as directed by Engineer-in-Charge.Make: Consec of M/s Shiva Engineering Company or other make approved by GE.Note: Length shall be measured along the centre line of the fencing perimeter. |
| 42 | Material and labour for broken-glass coping on top of walls, laid in cement mortar 1:3, complete all as specified and as directed by Engineer-in-Charge. |
| 43 | Material and labour for preparation of newly plastered wall surfaces and applying two coats of acrylic emulsion weather-coat paint over one coat of primer, complete all as specified and as directed by Engineer-in-Charge. |
| 44 | Material and labour for complete removal of existing wall treatment by washing, brooming/scraping down and preparing the surface, and applying two coats of acrylic emulsion weather-coat paint over one coat of primer, complete all as specified and as directed by Engineer-in-Charge. |
| 45 | Material and labour for preparation of new or previously untreated steel surfaces of any description, over 10 cm in width or girth, and applying two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and as directed by Engineer-in-Charge. |
| 46 | Material and labour for excavating in post holes or similar holes, each not exceeding 0.5 Cum, in any type of soil, including getting out, returning, filling and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m, complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Material and labour for rolled mild steel sections as in framed/trussed roof work, purlins, crane gantries, rails, fastenings and heavy bracket framing comprising beams, tees, angles, channels or flat sections, including notching, drilling, fitting, riveting and/or welding or bolted/anchor-fastener connections, conforming to Fe 410 W Grade E-250, Quality B, complete all as specified and as directed by Engineer-in-Charge. |
| 48 | Material and labour for rolled mild steel conforming to Fe 290 Grade E-165, as in plain/chequered MS base plates, channels and similar work, square cut or notched, including forming ordinary/countersunk holes, cutting, welding or other connections, complete all as specified and as directed by Engineer-in-Charge. |
| 49 | Supply and fix 12 mm dia x 100 mm long anchor fasteners or approved equivalent, fixed with Lokfix E77 or approved polyester-resin anchor grout of similar characteristics, including drilling and cleaning holes, filling grout and fixing through MS plates of required size and shape, complete all as specified and as directed by Engineer-in-Charge.Note: MS plates/steelwork shall be measured and paid separately under the respective item of the BOQ. |
| 50 | Material and labour for plain cement concrete 1:2:4, Type B-1, using 20 mm graded aggregate, as in cills, copings, steps, tank staging, seismic/lacing courses, parapets and railings up to 60 cm high, kneelers, kerbs and similar work, including weathering, slightly rounded/chamfered angles and throating, complete all as specified and as directed by Engineer-in-Charge. |
| 51 | Supply and fix pre-painted galvalume aluminium-zinc coated GI-based corrugated steel sheet, 0.50 mm thick, of approved profile and colour, having tensile strength of 550 MPa, as roof covering/wall cladding, fixed with self-tapping screws, L/J-type or cranked hook bolts or as per manufacturer's instructions, including work at any required height, including 15 m and above, in factory-type buildings/hangars, complete all as specified and as directed by Engineer-in-Charge.Make: Jindal / Indalco / Tata / Hindalco / Associated Profiles and Aluminium Ltd / Essar. |
| 52 | Note: Deduct Credit for demolished / dismantled material of Rs. (-) 12,650.00 (Minus) as listed in Schedule of Credit. Tenderers will not quote against this item being a tentative amount to be considered to arrive at the 'Contract Sum' Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 02, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysTender Documents
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