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Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Sub Head - Civil Work ., IIT Delhi, Hauz Khas, New Delhi-Delhi

Indian Institute Of Technology-IITB has published Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Sub Head - Civil Work .. Submission Date for this Tender is 15-12-2020. Building Work Tenders in IIT Delhi, Hauz Khas, New Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

26041044
Corrigendum : Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Sub Head - Civil Work .
Open Tender
Indian
Delhi
IIT Delhi, Hauz Khas, New Delhi
15-12-2020

Tender Details

Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Name Of Work - Construction Of Temporary Security Cabin Near Adhchini Gate At Iit Delhi . Sub Head - Civil Work .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Dec-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 08-12-2020
2 08-Dec-2020 Date Extention Date 15-12-2020

Key Value

Document Fees
INR 500 /-
EMD
INR 12285.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of temporary security cabin near Adhchini Gate at IIT Delhi. Sub Head : - Civil wrok.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2 1.1 All kinds of soil. 14.5 Cum
3 2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 7 Cum
4 3 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1.15 Cum
5 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
6 4.1 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 1.7 Cum
7 4.2 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) 2.65 Cum
8 5 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). 5 Sqm
9 6 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 5 Sqm
10 7 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm 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. 8.5 Sqm
11 8 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). 1 Cum
12 9 Centering and shuttering including strutting, propping etc. and removal of form for :
13 9.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers 9.5 Sqm
14 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
15 10.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. 200 Kg
16 11 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
17 11.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 7.85 Cum
18 12 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 :
19 12.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 8.25 Cum
20 13 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:
21 13.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 4.2 Sqm
22 14 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. 2 Each
23 15 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 :
24 15.1 300x16 mm 2 Each
25 16 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 :
26 16.1 250x10 mm 4 Each
27 17 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
28 17.1 Twin rubber stopper 2 Each
29 18 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 86 Kg
30 19 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
31 19.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 50 Kg
32 20 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
33 20.1 Hot finished welded type tubes 860 Kg
34 21 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. 19 Sqm
35 22 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
36 22.1 Ridges plain (500 - 600mm) 6 Metre
37 23 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.
38 23.1 Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
39 23.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 13.5 Sqm
40 24 12 mm cement plaster of mix :
41 24.1 1:6 (1 cement: 6 fine sand) 55 Sqm
42 25 15 mm cement plaster on the rough side of single or half brick wall of mix :
43 25.1 1:6 (1 cement: 6 fine sand) 35 Sqm
44 26 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
45 26.1 Water thinnable cement primer 35 Sqm
46 27 Finishing walls with Acrylic Smooth exterior paint of required shade :
47 27.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 55 Sqm
48 28 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
49 28.1 Two or more coats on new work 35 Sqm
50 29 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
51 29.1 Two or more coats on new work 11 Sqm
52 30 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. 90 Sqm
53 31 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
54 31.1 For fixed portion
55 31.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 45 Kg
56 31.3 For shutters of doors, windows & ventilators including\nproviding and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
57 31.4 Powder coated aluminium (minimum thickness of powder coating 50 micron) 39 Kg
58 32 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
59 32.1 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 5.2 Sqm
60 33 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
61 33.1 Upto 5mm depth and 5 mm width 36 Metre
62 34 Providing and fixing 50mm thick sandwich roof panel (factory made as per specification as follow.\nA) Outer sheet; 0.50mm (TCT) precoated galvanized trapezoidal steel having minimum 30mm crest depth, polyester top coat & alkyd backer, zinc coating shall be 120 gsm as per IS-277. Top coat polyester 15-18 microns over 5-7 micron epoxy primer.\nb) Insulation: High density puff insulation.\nc) Inner sheet: Colour coated galvanized, slightly ribbed. thickness 0.50mm (TCT) minimum 15-18 micron to coat polyester coating. Zinc coating 120g/sqm as per IS-277 Grade of steel : minimum 240 Mpa (both sheets). sheet should have protective guard film of 25 micron minimum to avoid scretches during transportations and should be supplied in single length up to 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/ self tapping screws with EPDM seal, completed up to the cost purlins, rafters and trusses and including cutting to size and shape wherever required. Work to be executed as per the instructions of Engineer-in-charge. 55 Sqm
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