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Tender For Civil Work For Construction Of Room For Anechoic Chamber And Foundation For Fan In Ta-202 Lab, kanpur-Uttar Pradesh

Indian Institute Of Technology-IITB has published Tender For Civil Work For Construction Of Room For Anechoic Chamber And Foundation For Fan In Ta-202 Lab. Submission Date for this Tender is 09-01-2023. Building Work Tenders in kanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35495713
Tender For Civil Work For Construction Of Room For Anechoic Chamber And Foundation For Fan In Ta-202 Lab
Open Tender
Indian
Uttar Pradesh
kanpur
09-01-2023

Tender Details

Civil Work For Construction Of Room For Anechoic Chamber And Foundation For Fan In Ta-202 Lab

Key Value

Document Fees
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EMD
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Tender Value
INR 6.99 Lakhs /-

BOQ Items

Name of Work: Civil work for construction of room for anechoic chamber and foundation for fan in TA-202 Lab.
Sl. No. Item Description
1Carriage of Materials
2By Mechanical Transport including loading,unloading and stacking
3Earth Lead - 2 km
4EARTH WORK
5Earth 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.
6All kinds of soil.
7Filling 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.
8Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
9CEMENT CONCRETE (CAST IN SITU)
10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
111:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
12REINFORCED CEMENT CONCRETE
13Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
141:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
15Reinforced 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
16Centering and shuttering including strutting, propping etc. and removal of form for
17Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
18Suspended floors, roofs, landings, balconies and access platform
19Lintels, beams, plinth beams, girders, bressumers and cantilevers
20Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
21Thermo-Mechanically Treated bars of grade Fe-500D or more.
22Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
23Thermo-Mechanically Treated bars of grade Fe-500D or more.
24MASONRY WORK
25Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
26Cement mortar 1:6 (1 cement : 6 coarse sand)
27Brick 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 :
28Cement mortar 1:6 (1 cement : 6 coarse sand)
29Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
30cement mortar 1:4 (1 cement : 4 coarse sand)
31Half 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.
32Cement mortar 1:4 (1 cement :4 coarse sand)
33WOOD AND P. V. C. WORK
34Providing 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 :
35150x10 mm
36Providing and fixing aluminium handles, 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 :
37100 mm
38FLOORING
39Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
4040 mm thick with 20 mm nominal size stone aggregate
41Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
4240 mm wide and 4 mm thick
43ROOFING
44Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in-Charge.
45FINISHING
4612 mm cement plaster of mix :
471:6 (1 cement: 6 coarse sand)
4815 mm cement plaster on rough side of single or half brick wall of mix:
491:6 (1 cement: 6 coarse sand)
506 mm cement plaster of mix :
511:3 (1 cement : 3 fine sand)
52Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer"s specification.
53Two or more coats on new work
54Providing 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.
55Distempering with 1st quality acrylicdistemper (ready made) having VOC content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturer"s specification.
56One or more coats on old work
57REPAIRS TO BUILDING
58Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge.
59For door/ window/ clerestory window
60Dismantling and Demolishing
61Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
62Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
63Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
64Disposal 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.
65ALUMINIUM WORK
66Providing 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 fastenersto be paid for separately) :
67For shutters of doors, windows & ventilators including providing 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)
68Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
69Providing 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):
70With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
71MINOR CIVIL MAINTENANCE WORK:
72P/F Homogeneous polyvinyl cloride sheet 1.5 mm thick in flooring and skirting approved pattern on a smooth and damp proof base using rubber base adhesive of approved quility and manufacturer like Dunlop S758, Fevicol SR 998 or equivalent including rolling with light wooden roller weight about 5 kg. All complete as directed by Engineer-in-charge in approved colour & shade.
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