Indian Institute Of Integrative Medicine Tender
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Indian Institute Of Integrative Medicine - IIIM Tender
Survey Works
Eprocure
Opening Date10 Aug 2020
Closing Date1 Sep 2020
Tender Amount₹ 23,14,908
Costs
EMD
₹ 46,298Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CSIR_54774_1Bid Award Id
ViewTender No
IIIM/Works/NIT-007(01)Tender Authority
Indian Institute Of Integrative Medicine ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
Extension and Repair of existing four-wheeler parking space linking it with Animal House road at CSIR-IIIM, Jammu
Extension and Repair of existing four-wheeler parking space linking it with Animal House road at CSIR-IIIM, Jammu
BOQ Items
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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.
10.8
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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 :
-
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1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
96.75
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-
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1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.77
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-
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1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
71.29
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Providing 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
4.39
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-
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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.
351
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-
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Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns,
19.5
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
8.97
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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 1:6 (1 cement : 6 coarse sand)
14.59
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
60.75
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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 pproved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
450
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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
179.5
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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing
89
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand)
63.6
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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm).
214.8
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
90.5
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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.
450
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
78
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
492
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Basic Rates of Hire charge & Mdays. (hire – charges include cost of services of operating staff and supply of lubricating oil.)
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Tractor with trolley.
2
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Hydraulic Excavator of 1 cum bucket (3D)/JCV with driver and fuel.
16
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Evaluation Notes How It Works ?
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