Tender For Repairs To Compound Wall, Fencing, Reinforced Cement Concrete Jaffri Wall & Perimeter Wall In Madambakkam C , Narendra Place & 9 P&S Unit And Repairs To Drains, Foot Path, Plinth Protection, Hard Standing And Parking Area In Madambakkam At
Tender Value
30 Lakhs
Estimated cost
Bid Submission
15 Aug 2026
19 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chengalpattu → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Compound Wall, Fencing, Reinforced Cement Concrete Jaffri Wall & Perimeter Wall In Madambakkam C , Narendra Place & 9 P&S Unit And Repairs To Drains, Foot Path, Plinth Protection, Hard Standing And Parking Area In Madambakkam At Afs Tambaram (8929/E8)
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brickwork,PCC or stone / boulder masonry in floor or wall built in cement mortar complete all as specified and directed by Engineer-in-Charge. |
| 2 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-Charge. |
| 3 | Excavating in post holes (or similar holes) each n exc 0.5cu m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L PCC Type D2 (1:4:8) using 40mm graded stone aggregates as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness below or above ground level complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L for 25 mm thick cement concrete couloured chequered tiles (Square or rectangular) area of each tiles exc 0.08 sqm but n exc 0.16 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles laid over including 15 mm thick screed bed or bedding layer of cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 7 | M & L Precast coloured interlocking paver blocks factory made confirming to IS-15658-2006 of 60mm thick grade of concrete M-35 with cement and approved coloured pigment complete all as specified and directed by Engineer-in-Charge. |
| 8 | M & L Precast interlocking paver blocks factory made confirming to IS-15658-2006 of 60mm thick grade of concrete M-35 with grey cement cement and no pigment complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L Sand cushioning under floors or below the interlocking tiles including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for cement concrete 1:3:6(40mm graded stne aggregate)75 mm thick sub base in plinth protcetion/path/hard standing and courtyard, finished cement surfaces even and smooth complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for broken stone/boulders in hardcore,broken to gauge n exc 63 mm , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for PCC 1:3:6, type C2 ,100mm thick as in path way using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge. |
| 13 | M&L for flyash brick work with sub class B bricks straight or curved on plan exc 6M mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L Precast Cement concrete Block Masonary solid block exc 10 cm type B-1, 1:2:4, 20 mm graded agg setting in CM 1:4 complete complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for Brick work with old servicable bricks received from dismantling straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 16 | M&L for rendering on fair faces on wall surfaces 15 mm thick in cement mortar 1:4, finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L Precast RCC Jallies 35 mm thick incl all mouldings, type B-0, 1:2:4 using 12.5mm size aggregate set in CM 1:4 incl dismantling of existing Jalli of any description complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for preparation of newly plastered wall surfaces and applying two coats of cement based paint complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L for preparation of old wall surfaces and applying one coat of weather proof exterior emulsion paint complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for preparation of old wall surfaces and applying one coat of cement base paint complete all as specified and directed by Engineer-in-Charge. |
| 21 | Dismantling wrought iron or mild steel work of any description not otherwise provided for and complete all as specified and directed by Engineer-in-Charge. |
| 22 | Dismantling fencing wire mesh, any type and complete all as specified and directed by Engineer-in-Charge. |
| 23 | S&F for Joist, channel, angle,MS Flat or tee sections, fixed independently, without connecting plates, etc. cut to ordinary lengths as in fencing posts complete etc as in chain link fencing posts and struts including cutting tops to shape as directed, drilling holes, notching for wire, etc for securing wire mesh etc, and similar work conforming to Fe-410 Gde E-250 complete all as specified and directed by Engineer-in-Charge. |
| 24 | S/F mild steel screw bolts (machine made), diameter of shank 11 to 15 mm, with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt n exc 15 mm long complete all as specified and directed by Engineer-in-Charge. |
| 25 | S&F for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooksand hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing (Fe-410 Gde E-250 Quality) complete all as specified and directed by Engineer-in-Charge. |
| 26 | S/F in repair galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, as directed (each line wire to be measured) complete all as specified and directed by Engineer-in-Charge. |
| 27 | Restraining, resecuring including making good galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, as directed (each line wire to be measured) complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L for Welding in repairs exc 6mm and n.exc 9mm in thickness and n. exc 2.5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for Welding in repairs exc 6mm and n.exc 9mm in thickness exc 2.5cm n.exc 5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F Mild steel hold fast made of flat iron conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 31 | M&L PCC 1:3:6 type C1 (using 20 mm graded agg) as in coping , PCC block for fixing of hold fast, sanitary fittings etc., complete all as specified and directed by Engineer-in-Charge. |
| 32 | Cutting holes into or through brick walls/ pillar built in mud mortar for hold fast, size 150x100x100 mm complete all as specified and directed by Engineer-in-Charge. |
| 33 | M&L preparation of new steel surfaces of any description, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L preparation of old steel surfaces of any description, over 10 cm in width or girth and applying one coats of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 35 | S&F in repairs of galvanised steel punched type concertina coil 600 mm dia (Dia of coil when unstreched) with 13.25 Kg per coil and average coverage 9.00 Rm per coil having 80 numbers of circles and 200 numbers of clips fixed to the existing mild steel post over the boundray wall of height up to 4.00 mtr complete all as specified and directed by Engineer-in-Charge. |
| 36 | Supply only Chain link MS galvanisd fencing, any size or types complete all as specified and directed by Engineer-in-Charge. |
| 37 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 38 | Supply and fixing for 10 mm dia mild steel round bars as in stiffener to chain link fencing including necessary cutting bedding etc. conforming to Grade-I, IS 432-2000 (Part-I) complete all as specified and directed by Engineer-in-Charge. |
| 39 | M&L Precast reinforced cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in manhole cover slab, set in cement mortar 1:4, including forms, moulds required etc complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L TMT bars 10mm dia and over, cut to length bent to shape required including cranking, bending etc., and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 41 | M&L for 10 mm thick Endura tiles( industrial grade )(Square or rectangular) area of each tiles exc 0.08 sqm but n exc 0.18 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles laid over including 15 mm thick screed bed or bedding layer of cement mortar (1:4) incl dismantling old any type of floor tile incl cement mortar bedding and removal of rebris out of premises complete all as specified and directed by Engineer-in-Charge. |
| 42 | Dismantling of existing seviceable undulated/underground (burried uner ground due to heavy rain) interlockinf tiles of any description including demolition of existing PCC and laying of same interlocking tiles over and including 30mm thick sand cushining over and including 75 mm thick PCC 1:3:6 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge. |
| 43 | M&L Cement Concrete type B-2, 1:2:4 (usng 20mm graded aggregate) as in surface channel, complete all as specified and directed by Engineer-in-Charge. |
| 44 | Dismantling of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 45 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms,moulds etc complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L PCC 1:2:4 type B1 (using 20 mm graded agg) as in coping complete all as specified and directed by Engineer-in-Charge. |
| 47 | Dismantling Plain or corrugated steel sheeting,any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge. |
| 48 | M&L for 40 mm thick cement concrete 1:2:4( type B1 using 20mm graded stne aggregate) as in finishing surface and Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Engineer-in-Charge. |
| 49 | S&F for Plastic dividing strips of 1.5mm thick and 38 mm width inserted in position complete all as specified and directed by Engineer-in-Charge. |
| 50 | M&L for rendering on fair faces on wall surfaces 15 mm thick in cement mortar 1:6 mixed with , finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 51 | Preparation of new plastered surface and applying two coats of cement based paint over one coat of primer complete all as specified and directed by Engineer-in-Charge. |
| 52 | S&F steel work in tubular trusses curved/plain including special shaped washer etc complete using ERW or industion butt welded tubes confirming to IS 1161-1979 grade St-240 complete all as specified and directed by Engineer-in-Charge. |
| 53 | S&F mild steel work as in wind ties ,posts and sturts for roof including securing bolts etc similar work confirming to Fe-290 gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L plain cement concrete type C-2 1:3:6 using 40 mm graded stone aggragate in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 55 | S & F for Mild Steel Screw Bolts (Machine Made) with Hexagonal Head at one End and screwed the other Ends, each screwed End to be fitted with Washers and One Hexagonal Nut, diameter of Shank 5 to 10mm Length of Bolt exc 100mm but not exc. 150mm, complete all as specified and directed by Engineer-in-Charge. |
| 56 | M&L for applying two coats of synthetic enamel paint over one coat of red oxide primer including preparation of steel new or untreated surface of grith exc 10 cm etc complete all as specified and directed by Engineer-in-Charge. |
| 57 | S&F painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour(curve/plain shaped) having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed by Engineer-in-Charge. |
| 58 | S&F painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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