Govind Ballabh Pant University Of Agriculture And Technology Tender
View potential partner for Uttarakhand GBPUAT Tender
Govind Ballabh Pant University Of Agriculture And Technology - GBPUAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date25 Apr 2025
Closing Date15 May 2025
Tender Amount₹ 1,10,91,753
Costs
EMD
₹ 2,22,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Summary
Repair And Maintenance Of Residences At Beni, Pantnagar
Description
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Contact
Tender Id
2025_GBPUA_83121_1Tender No
WPC/860 DT 25/04/2025Tender Authority
Govind Ballabh Pant University Of Agriculture And Technology ViewPurchaser Address
-Website
http://http://www.gbpuat.ac.in/
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Documents
BOQ Items
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) (15.2.1)
37
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) (15.2.2)
73
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre (13.85.1)
75
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (12.50)
4095
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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 (15.56)
2050
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6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) (13.16.1)
930
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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: 1.5coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). (5.3)
1.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement:5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (4.1.10)
73
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars (5.22A.4)
120
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12 mm cement plaster of mix:1:6 (1 cement: 6 fine sand)(13.1.2)
1120
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (5.9.3)
8
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and4 mm thick (11.13.1)
1365
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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. (10.2)
42300
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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 commercial3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws (9.21.2)
30
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