Tender For Special Repair For Govt. Model High School Pocket No 1, Govt Model Middle School (M.H.C) , Govt Model Middle School Pocket No.10,Govt Model special repair Sec School (M.H.C) And Govt Middle School (Pocket No .6) In Manimajra, Chandigarh Un
Tender Value
12.53 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
3 days left
EMD
25075
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
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair For Govt. Model High School Pocket No 1, Govt Model Middle School (M.H.C) , Govt Model Middle School Pocket No.10,Govt Model special repair Sec School (M.H.C) And Govt Middle School (Pocket No .6) In Manimajra, Chandigarh Under The Control Of S.D.E Construction Sub Division - 1 For Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. DSR 15.7 |
| 2 | In cement mortar DSR 15.7.4 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : DSR 6.4 |
| 4 | Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1 |
| 5 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: DSR 9.21 |
| 6 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws DSR 9.21.1 |
| 7 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. DSR 9.84 |
| 8 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.1 300x16 mm each 257.15 9.96.2 250x16 mm DSR 9.96 |
| 9 | 250 X 16 mm DSR 9.96.2 |
| 10 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete DSR 9.97 |
| 11 | 200x10 mm DSR 9.97.3 |
| 12 | 150x10 mm DSR 9.97.4 |
| 13 | 100x10 mm DSR 9.97.5 |
| 14 | Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : DSR 9.100 |
| 15 | 125 mm DSR 9.100.1 |
| 16 | 100 mm DSR 9.100.2 |
| 17 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. DSR 10.25 |
| 18 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 |
| 19 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead DSR 15.25 |
| 20 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : DSR 11.26 |
| 21 | 25 mm thick DSR 11.26.1 |
| 22 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 15.56 |
| 23 | 12 mm cement plaster of mix : DSR 13.1 |
| 24 | 1:4 (1 cement: 4 fine sand) DSR 13.1.1 |
| 25 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. DSR 13.21 |
| 26 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty DSR 14.5 |
| 27 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) DSR 14.5.1 |
| 28 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR 16.83 |
| 29 | Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). DSR 16.84 |
| 30 | Providing and fixing of cupboard shutter consisting of 19mm thick commercial board with lipping all around and fixed with chowkhat frame with piano hinges and screws etc. and provide with Alum. handle (with base plate) and magnetic catcher. The board surface is to be painted with two coats of special quality synthetic enamel paint after primer coat and preparation of surface, complete frame is to be fixed with iron nails etc. complete in all respects and to the entire satisfaction ofthe Engineer in charge. NS |
| 31 | Providing and Fixing 35mm thick golden champ wood (kiln seasoned) wire guage door shutter consisting of 100mm x 35 mm style and top rail 150 mm x 35 mm lock rail 200mm x 35 mm bottom rail wire mesh 22 x 12 mm gauge fixed with 1/2” x 3/4” golden champ wood (kiln seasoned) beading, with two vertical members in each panel to hold wire mesh, with necessary 4 Nos. of hinges 4\\", 2 Aluminium Tower bolts 6\\", 2 Aluminium Handles 5” and Aluminium door stopper and single acting door spring and complete fixed in position including two coats of paint and one coat of primer after preparation of surface (special quality) Complete in all respect to the entire satisfaction of Engineer-in-Charge. NS |
| 32 | Providing and fixing 35mm thick golden champ wood (kiln seasoned) wire guage window shutters consisting of vertical and horizontal styles 75x35mm size with wire mesh 22 x 12 mm gauge fixed with 1/2\\"x3/4\\" golden champ wood (kiln seasoned) beading. The rate further includes the cost of 3\\" hinges, Aluminium tower bolts 4\\", Aluminium handles 1 nos., I-hook and two coats of special quality enamel paint over coat of primer after preparation of surface (special quality) complete in all respect to the entire satisfaction of Engineer-in-charge. NS |
| 33 | Providing and fixing 35mm thick golden champ wood (kiln seasoned) glazed window shutters consisting of vertical and horizontal styles 75x35mm size with 4mm thick floated glass pane fixed with 1/2\\"x3/4\\" golden champ wood (kiln seasoned) beading. The rate further includes the cost of 2 nos. 3\\" hinges, 2 nos. Aluminium tower bolts 4\\", Aluminium handles 1 nos., I-hook and two coats of special quality enamel paint over coat of primer after preparation of surface (special quality) complete in all respect to the entire satisfaction of Engineer-in-charge. NS |
| 34 | Providing water proofing treatment by laying one coat of cement adhesive Tapecrete mixed with cement in ratio 1:2 (One part of tapecrete : 2 part of cement) complete in all respect and to the entire satisfaction of Engineer-in-charge. NS |
| 35 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm pressed, mild steel welded or rigidly fixed together by mechanical means as specified and painting with approved quality of synthetic enamel paint over a coat of approved steel primer, after pre-treatment of the surface. The rate further include making of khudda for holdfasts, Cement concrete 1:2:4 for holdfast, repair and making good of damaged plaster/ windowedges, including distempering/smowcem to the repaired portion matching with the existing shade as directed by Engineer-in-charge: Based on DSR 10.14 NS |
| 36 | Extra for centre mullion in pressed steel door frame confirming to IS 4351 manufactured from mild steel sheet of 1.60mm thickness of section (125mmx60mm) rigidly fixed together by mechnical means including painting with approved quality of synthetic enamel paint over a coat of approved steel primer, complete in all respects to the entire satisfaction of Engineer-in-charge. NS |
| 37 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60 |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for DSR 5.9 |
| 39 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. DSR 5.22A |
| 41 | Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR 5.22A.6 |
| 42 | Providing and fixing sheet covering over expansion joints with iron screws as per design. DSR 5.29 |
| 43 | Aluminium fluted strips 3.15 mm thick. DSR 5.29.2 |
| 44 | 200 mm wide DSR 5.29.2.2 |
| 45 | Providing and fixing wire mesh 12 x 22 gauge over existing chowkhat or wire mesh shutter including the cost of hard wood beading including the cost of nails, putty etc. complete in all respect to the entire satisfaction of Engineer-in-Charge. NS |
| 46 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. DSR 12.41 |
| 47 | 110 mm diameter DSR 12.41.2 |
| 48 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 |
| 49 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. DSR 15.2 |
| 50 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) DSR 15.2.1 |
| 51 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. DSR 4.17 |
| 52 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1 |
| 53 | 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10 |
| 54 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1 |
| 55 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3 |
| 56 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : DSR 15.12 |
| 57 | Of area 3 sq. metres and below DSR 15.12.1 |
| 58 | Repair of deteriorated RCC Balconies, Beams, Walls, Ceiling, Column or other concrete surface having exposed rusted bars consisting of following operations (a) chipping of concrete surface 25mm thick average depth afterwards removal of loose concrete and exposing the steel bars. Cleaning the surface properly to remove dust particles and rust from the steel bars. (b) Moistening the surface properly and applying arcylic polymer (acrocrete/ pidilite/ mastercrete or its equivalent) coating mixed with cement for proper bonding of old and new concrete in two coats 0.2kg per 1kg of cement. (c) Providing and fixing chicken mesh of standard size and 26 guage with steel reinforcement by using binding wire and nails complete. (d) Provding and placing of cement concrete l:11/2:3 having average thickness 1\\" (3/4\\" to 11/4\\" thick) mixed with arcylic polymer admixture @ 1kg per bag of cement and waterproof agent @ 400ml per 2 bags of cement including finishing the surface complete in all respect as per the direction and to the entire satisfaction of Engineer-in-Charge. NS |
| 59 | Providing and fixing M.S. square welded wire mesh of required width in existing opening having nominal pitch 25mm & diameter of wire each way 3mm fixing in position with M.S. beading (paid separately) welded to the existing frame complete, the rate also includes labour for hoisting of the fabricated frame with lifting tackle winch to the position at first and 2nd storey level complete in all respects as per the direction of Engineer-in-charge. NS |
| 60 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. DSR 24.2 |
| 61 | Labour charges for dismantelling and refixing the available double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. The rate is labour rate only. NS |
| 62 | Credit of old dismantled wooden Door 300/- each |
| 63 | Credit of old dismantled wooden chawkhats 250/- each |
| 64 | Credit of old dismantled brick bats 650 per cum Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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