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₹ 40,96,846
Costs
EMD
₹ 81,937Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RIMS_788539_1Bid Award Id
ViewTender No
221/2023-24/RIMS/ImphalTender Authority
Regional Institute Of Medical Sciences ViewPurchaser Address
-Website
http://http://www.rims.edu.in/secure/
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Documents
BOQ Items
Dry rubble Flooring
23.34
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
14.91
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Providing and laying in position cement concreteof specified grade excluding the cost of centering and shuttering
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All works upto plinth level
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1:4:8 (1 cem :4 c/sand : 8 graded stone aggregate 20 mm nom size)
15.57
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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 upto plinth level :
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
19.59
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses,plinth and string courses,fillets, columns, pillars, piers, abutments, posts and struts etc upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement.
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
19.93
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral staircases upto floor two level excluding the cost of centering, shuttering, finishing and re-inforcement.
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
14.76
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Upto & above plinth level
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(b) Tor Steel Bars.
9098.25
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Centering and shuttering including strutting, proppong etc. and removal form for
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a) Foundations, footings, bases of columns etc. and mass concrete
22.28
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b) Columns, Pillars, Piers, Abutments, Posts and Struts.
19.68
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c) Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick.
22.15
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d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
77.28
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e) Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm.
46
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Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in foundation and plinth in:
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Cement mortar 1:4 (1 cement: 4 coarse sand)
1.6
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Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
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Cement mortar 1 : 3 (1 cement : 3 coarse sand)
25.63
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Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .
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In gratings, framed guard bars, ladders, railings, brackets and similar works.
784.89
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18 mm cement plaster in two coats under layer 12 mm thickcement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mmthick cement plaster 1:3 (1cement: 3 coarse sand) finished roughwith sponge.
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1:4 (1 cement : 4 fine sand)
25.97
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12 mm cement plaster of mix:
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1:4 (1 cement : 4 fine sand)
49.92
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Extra for plastering done on moulding cornices or architraves including neat finish to line and level:
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In two coats
25.97
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Extra for lining out plaster to imitate stone or concrete blocks walling
25.97
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Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
79.34
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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
79.34
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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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
79.34
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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.
39.8
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.
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(i) By Manual means
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A) In area of light jungle
0.12
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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.)
469.05
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Construction of Embankment with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
888.54
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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)
384.86
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Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 meters.)
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Manual means
118
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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
64.61
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Grading-III Material
64.61
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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.
64.61
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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.
413
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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.
413
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Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
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for Grading-I(13 mm nominal size)
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VG-40
16.52
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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 .
413
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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
413
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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
15
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