Regional Institute Of Medical Sciences Tender
View complete overview of Manipur RIMS Tender
Regional Institute Of Medical Sciences - RIMS Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 Dec 2024
Closing Date23 Dec 2024
Tender Amount₹ 13,37,541
Costs
EMD
₹ 26,751Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RIMS_839902_1Bid Award Id
ViewTender No
52/2024-25/RIMS/ImphalTender Authority
Regional Institute Of Medical Sciences ViewPurchaser Address
-Website
http://http://www.rims.edu.in/secure/
GEM & Bid Advisory Services
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BOQ Items
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Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:
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G.S. Sheet
320.54
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Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking thematerial within 50 metres lead :
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Of sectional area below 40 square centimetres.
3919.3
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Dismantling cement asbestos or other hard board ceiling orpartition walls including stacking of serviceable materials anddisposal of unserviceable materials within 50 metres lead.
200.74
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Dismantling doors, windows and clerestory windows (steel orwood) shutter including chowkhats, architrave, holdfasts etc.complete and stacking within50 metres lead :
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Of area 3 sq. metres and below
135
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Dismantling wooden boardings in lining of walls and partitions,excluding supporting members but including stacking within 50metres lead :
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Upto 10mm thick
678
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Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceablematerialwithin 50 metres lead as per direction of Engineer-in-charge..
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In Cement mortar
28.73
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Dismantling wooden trellis work excluding frames but includingstacking the serviceable material within 50 metres lead.
64
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Excavation in Marshy Soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters.(Excavation for roadway in marshy soil with hydraulic excavator including cutting, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead upto 1000 meters.)
86.13
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Granular Sub-Base with Close Graded Material
(Table:- 400-1)
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Plant mix method
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .
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Grade II Material
43.07
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Grade III material
43.07
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to
fill up the interstices of coarse aggregate, watering and compacting to the required density
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By Manual Means
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Grading-I
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Using Screening Type-B (11.2 mm agg.)
21.54
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Grading-II
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Using Screening Type-B (11.2 mm agg.)
21.54
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
217.5
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
217.5
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
217.5
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
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Case - I : Type A
217.5
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Banking excavated earth in layer not exceeding 20cm in depth breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third and topmost layer with power roller of min. 8 tonne and dressing up in embankments for roads marginal banks , flood banks & guide bank lead upto 50 m. and lift upto 1.5 m.
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all kinds of soil
482
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