Chandigarh Administration Engineering Department has published Renovation Of Room No . 22 In Govt . Arts College Sector 10 Chandigarh . . Submission Date for this Tender is 24-06-2021. Building Repair Tenders in Chandigarh. Chandigarh. Bidders can get complete Tender details and download the document.
Name of Work: Renovation of Room No. 22 in Govt. Arts College Sector 10 Chandigarh. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (4.1) | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (4.1.3) | BI01010001010000000000000515BI0100001114 | 2.8 | Cum |
3 | 2 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : (4.2) | |||
4 | 2.01 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (4.2.5) | 0.01 | Cum | |
5 | 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size). (5.3) | 0.4 | Cum | |
6 | 4 | Centering and shuttering including strutting, propping etc. and removal of form for : (5.9) | |||
7 | 4.01 | Shelves (Cast in situ) (5.9.4) | 5.94 | sqm | |
8 | 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (5.22A) | |||
9 | 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. (5.22A.6) | 53.36 | kg | |
10 | 6 | Half brick masonry 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. (6.13) | |||
11 | 6.01 | Cement mortar 1:4 (1 cement :4 coarse sand) (6.13.2) | 3.14 | sqm | |
12 | 7 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (8.2) | |||
13 | 7.01 | Granite of any colour and shade (8.2.2) | |||
14 | 7.02 | Area of slab over 0.50 sqm (8.2.2.2) | 5.3 | sqm | |
15 | 8 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (9.63) | |||
16 | 8.01 | 150x10 mm (9.63.3) | 8 | each | |
17 | 8.02 | 100x10 mm (DSR: 9.63.4) | 8 | each | |
18 | 9 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (9.66) | |||
19 | 9.01 | 125 mm (9.66.1) | 8 | each | |
20 | 10 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (10.29) | |||
21 | 10.01 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. (10.29.1) | 2.23 | sqm | |
22 | 11 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: (10.30) | |||
23 | 11.01 | 4.0 mm thick glass panes. (10.30.1) | 2.23 | sqm | |
24 | 12 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. (11.48) | |||
25 | 12.01 | Size of Tile 600x600 mm (11.48.2) | 39.47 | sqm | |
26 | 13 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: (12.16) | |||
27 | 13.01 | With common burnt clay F.P.S.(non modular) brick tile of\nclass designation 10. (12.16.1) | 44.61 | sqm | |
28 | 14 | 12 mm cement plaster of mix : (13.1) | |||
29 | 14.01 | 1:4 (1 cement: 4 fine sand) (13.1.1) | 14.33 | sqm | |
30 | 15 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. (13.41) | |||
31 | 15.01 | New work (two or more coats) over and including water tinnable priming coat with cement primer (13.41.1) | 116.47 | sqm | |
32 | 16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: (13.61) | |||
33 | 16.01 | Two or more coats on new work (13.61.1) | 8.97 | sqm | |
34 | 17 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (13.80) | 116.47 | sqm | |
35 | 18 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (13.91) | 116.47 | sqm | |
36 | 19 | Dismantling Cement concrete manually/by mechanical means including disposal of material within 50 meters leads as per direction of engineer-in-charge. (15.2) | |||
37 | 19.01 | Cement concrete 1:3:6 or richer mix. (15.2.1) | 1.22 | Cum | |
38 | 19.02 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (15.2.2) | 2.8 | Cum | |
39 | 20 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (15.3) | 1.38 | Cum | |
40 | 21 | 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. (15.7) | |||
41 | 21.01 | In cement mortar (15.7.4) | 7.89 | Cum | |
42 | 22 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12) | |||
43 | 22.01 | Of area 3 sq. metres and below (15.12.1) | 3 | Each | |
44 | 23 | Dismantling tile work in floors/dado and roofs laid in cement mortar including stacking material within 50 metres lead. (15.23) (15.23) | |||
45 | 23.01 | For thickness of tiles 10 mm to 25 mm (15.23.1) | 48.48 | sqm | |
46 | 24 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (15.26) | 44.61 | sqm | |
47 | 25 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. (15.27) | 4.49 | Cum | |
48 | 26 | Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : (15.39) | |||
49 | 26.01 | Thickness above 10 mm up to 25 mm (15.39.2) | 5.77 | sqm | |
50 | 27 | 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 (15.60) | 11.9 | Cum | |
51 | 28 | Grading roof for water proofing treatment with (22.14) | |||
52 | 28.01 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (22.14.1) | 2.31 | Cum | |
53 | 29 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric aterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. (22.22A) | 57.99 | sqm | |
54 | 30 | Providing and laying full body vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. (11.41) (N.S) | |||
55 | 30.01 | Size of Tile 600x600 mm (11.41.2) | 36.8 | sqm | |
56 | 31 | Providing and laying full body Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. (11.46) (N.S) | |||
57 | 31.01 | Size of Tile 600x600 mm (11.46.2) | 2.67 | sqm | |
58 | 32 | Removing of existing tarfelt/ MAK polyplast from the surface of brick tile/tile terracing and make the tile for reuse including disposal of malba/rubbish to dumping ground within 50 meters lead complete in all respect to the entire satisfaction of Engineer-in-charge (N.S.) | 57.99 | sqm | |
59 | 33 | 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, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Based on DSR 10.14 (NS) | |||
60 | 33.01 | Profile D | 32.05 | Kg. | |
61 | 34 | Making chases upto 7.5 cm depth along the linear length of existing and new walls to place reinforcement and provide bearing for RCC shelves including making good and finishing with matching surface complete in all respect to the entire satisfaction of Engineer-in-charge. (N.S) | 9.15 | Rmt | |
62 | 35 | Providing and fixing M.S. Tubular window shutters consisting of styles, top rail and bottom rail of M.S.Tube 60mm x 30mm made out of 18 gauge M.S. Sheet having 12mm rebate . The shutters to be made by cutting mitered joints electrically flash welded and grinding smooth, the rate includes the cost of 2nos bright finished or black enamelled mild steel butt hinges 100x58x1.90mm, one no 150mm & one no 100mm ISI marked oxidised M.S. tower bolt, one no 100mm handle made out of M.S. Flat 20x5mm and one no oxidised M.S. casement stay. The rate further includes one coat of ready mixed red oxide zinc chromate primer of approved brand and manufacture and fixing the shutter to the existing frame complete in all respects and to the entire satisfaction of Engineer in Charge., (NS) | 4.46 | sqm | |
63 | 36 | Credit of old unservicable material (N.S) | |||
64 | 36.01 | Dismantled Window/doors shutters with chowkhats of various sizes 2.00 each @ Rs. 400/- each | |||
65 | 36.02 | Credit of brick tiles 1017.00 each @Rs. 3.50/- each | |||
66 | 36.03 | Earth 3.37 cum @ Rs. 100/- per cum | |||
67 | 36.04 | Credit of bricks 2337.00 nos. @Rs. 3.50 each | |||
68 | 36.05 | Credit of brick bats 3.16 cum @Rs. 650.00/cum | |||
69 | 36.06 | Credit of bat and brick tile 0.90 cum @ Rs. 650.00/cum |
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