Tender For Dismantling The Existing Dmaged Class Room & 2 Class Room Building (Mla (N) Fund) Work At Corporation School In Ward - 35 , Zone - 02
Tender Value
19.36 Lakhs
Estimated cost
Bid Submission
11 Nov 2026
15 days left
EMD
19360
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Madurai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Dismantling The Existing Dmaged Class Room & 2 Class Room Building (Mla (N) Fund) Work At Corporation School In Ward - 35 , Zone - 02
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in all kinds of soil except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 mm thick well rammed and consolidated depositing the surplus earth within compound, clearing and leveling the site with initial lead of 10m etc., and lift of 2m etc., complete. |
| 2 | Supplying and filing in foundation and basement with Qurry dust in layers of 15 cm thick well rammed and consolidation including watering complying with Std specification etc. |
| 3 | Plain Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40 mm gauge hard broken granite jelly for foundation wherever necessary etc. complete 1 cum based on SI.No.127 |
| 4 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 (Rectangular or Square Column) |
| 5 | Supplying and erecting shuttering with Necessary supports for plinth beam with all cross bracings etc. complete (RCC column footing plinth beam and lintel sider) Using steelplater and angles S.I.No.155 -10m2 |
| 6 | Reinforced cement concrete 1:1 1/2:3 (One cement One and Half Sand and Three aggregate) using 20mm machine broken gauge bard granite jelly for RCC works the rate excluding the cost of reinforcement grills,centering and shuttering etc., complete |
| 7 | Supplying fabricating and placing in position of MS grills for reinforcement rate inc. the cost of steel for all works (the rate to include cost of binding wire also) |
| 8 | Supplying and erecting shuttering for size soffits supports for plain surface such as reinforced cement slap rectangular beams tee or L beams lintela bed blocks stair and landing beams beams etc cop in all any height (the retrived materials should be taken back by the contractor) the payment for centering shall be given after the concrete is las aid (bottom only) portion using steel plates -10m2 |
| 9 | Brick work in CM 1:5 (one cement five sand) using 2nd class bricks in foundation basement |
| 10 | Brick work in CM 1:5 (one cement five sand) using 2nd class bricks in Super Structure in Ground Floor. |
| 11 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from unplasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. |
| 12 | Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work etc. complete. |
| 13 | Plastering with CM1:3(one cement and three sand) 10mm thick10m2. |
| 14 | Plastering with Cement 1:5 (one cement and five sand) 12mm thick etc complete |
| 15 | Paving the floor with Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3(one cement three sand) 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer. The colour & quality of tiles should be got approved by Municipal Engineer before use on work. |
| 16 | Weathering course with concrete Broken brick (s.i no 278) &P.D data 54 jelly 20mm gauge in pure slaked lime (no sand to be added ) over roof slab the proportion of brick jelly to lime being 32 to12.5 well beated for giving required slope and thickness as directed by the departmental officers etc complete - |
| 17 | Finishing the top with one course of machine pressed tiles of size 200mm x200mmx20mm of approved quality in c.m 1.3 (one cement add three sand) 12mm tk mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed to full depth of tiles with the same c.m with red oxide and water proffing including curing etc complete |
| 18 | Wiring with 2 x 1.50 sqm PVC unheated SC. Copper cable of 1100V grade in suitable PVC regid pipe in wall on celling with PVC accessories with 150mm x 100mm x 113mm T.W. switch box in flush with all covered with 3mm thick hylurn sheet fro 5 Amp 3 pin non interlocking or plug including pintop with painting of suitable colour with cost of continuous earth wire connection of SWG TC wire for plug point. Electrical 22-23 SD-18 |
| 19 | Supply and fixing of 40w Tube light box type with ballast set ext,comp(higher end Philips /crompton /Equivalent ) |
| 20 | Supplying and Fixing of 1200mm sweep A.C Celling fan complete with regulaor with 300mm down rod of the existing clamp |
| 21 | Painting Two Coats on New Iron Work with best synthetic enamal paint of approved colour and quality etc., 10M2. |
| 22 | Painting two coats with ready mixed Plastic Emulsion Paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. - 10 sq.m |
| 23 | Add GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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