Regional Institute Of Medical Sciences Tender
View complete overview of Manipur RIMS Tender
Regional Institute Of Medical Sciences - RIMS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2024
Closing Date16 Jan 2024
Tender Amount₹ 76,40,857
Costs
EMD
₹ 1,57,817Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RIMS_788556_1Bid Award Id
ViewTender No
225/2023-24/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
Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 meters, stacking serviceable material and unserviceable material separately.)
102
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately)
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(i) By Mechanical Means
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A) Bituminuous course
32.13
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Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000meters, stacking serviceable and unserviceable materials separately)
61.2
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
1262.1
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
548.1
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Construction of Subgrade and Earthen Shoulders with Material Obtained from Borrow Pits (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
1435.91
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Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.)
716
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Granular Sub-Base with Close Graded Material (Table:- 400-1)
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A) 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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Grading-II Material
528.89
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Grading-III Material
528.89
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
614.3
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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.
3920
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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.
3927
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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 .
3927
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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
3927
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Laying Reinforced Cement Concrete Pipe NP4/prestressed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.)
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NP-4 Pipe
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(ii) 1200 mm dia
30
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