Ambedkar University Delhi Tender
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Ambedkar University Delhi - AUD Tender
Eprocure
Opening Date23 Aug 2019
Closing Date5 Sep 2019
Tender Amount₹ 22,69,117
Costs
EMD
₹ 45,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_AUD_178626_1Bid Award Id
ViewTender No
09/EE/EMU/AUD/2019-20Tender Authority
Ambedkar University Delhi ViewPurchaser Address
-Website
http://https://aud.ac.in/
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Documents
BOQ Items
CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
757.54
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Finishing walls with Acrylic Smooth exterior paint of required shade 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
3506.69
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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.
1988.87
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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.
3735.88
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
1329.48
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Distempering with 1st quality acrylic distemper, having VOC (VolatileOrganic Compound ) content less than 50 grams/ litre, of approved brand and m anufacture, including applying additional coats wherever required,to achieve even shade and colour. Two coats
1535.71
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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 : Cement mortar 1:4 (1 cement : 4 coarse sand
21.74
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil
2.45
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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.
1.79
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
30
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
497.83
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
3.26
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Khurra
15
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Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats
1024.33
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"Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge.
51.65
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of approved quality and shade.
42.73
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 4985 Class 2, (pressure 6 kg/Sqcm ) including fixing , jointing etc complete as per direction - 110 mm doameter . 110 mm diameter
120
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 4985 Class 2(pressure 6 kg/Sqcm ) including fixing, jointing etc complete as per direction - Brnd 87.5° 110 mm bend
50
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ELECTRICAL
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Supply and Installation of LED Post top lantern with die cast aluminium spigot, spun aluminium powder coated top cover and clear acrylic diffuser IP 65 (CAT Ref. HPLT-03-40-CW or equivalent)
11
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Supply and Installation of highly efficient LED flood light with lens made of die cast aluminium ousing, extruded aluminium heat sink & enclosed with toughened glass IP 66 (CAT Ref. HLFLD-ML10-120-CWL or equivalent)
10
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Providing and fixing MS cage of size 480mm x 460mm x 560mm for 150W LED flood lights including cost of material, welding, fixing etc. complete as per direction of Engineer -in-charge.
10
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